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Home My WebLink AboutPermit D03-129 - SEGMENT 1 - DHS - FOUNDATIOND03-129 DHS - FOUNDATION 12500 Tukwila International Boulevard Due to the file size, this record has been broken down into 3 segments for easier download. Click on the following links to review the permit segments: Segment 1 - DHS — Foundation D03-129 Segment 2 - DHS — Foundation D03-129 Segment 3 - DHS — Foundation D03-129 Segment 4 Plans - DHS — Foundation D03-129 DHS SEATTLE DIST. OFFICE FOUNDATION 12500 TUKWILA INTERNATIONAL BLVD D03-129 -Wcc 2. JO 00 J = 1-- N LL WO J LL < I I -W Z= F- O Z I- LL' uj U� O -. 1 - WW H� O • Z W UN O� Z City of rY ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 DEVELOPMENT PERMIT Parcel No.: 7340600602 Address: 12500 TUKWILA INTERNATIONAL BL TUKW Suite No: Permit Number: Issue Date: Permit Expires On: D03-129 06/19/2003 12/16/2003 Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: DHS - SEATTLE DISTRICT OFFICE 12500 TUKWILA INTERNATIONAL BL, TUKWILA WA INTRNL GATEWAY EAST III 12201 TUKWILA INTRNTL BLVD, SEATTLE WA STANLEY PAULUS 12201 TUKWILA INTERNATIONAL BL, SEATTLE WA SABEY CONSTRUCTION INC. Phone: Phone: 206-277-5273 Phone: 206-281-4700 Address: 12201 TUKWILA INTERNATIONAL BLVD, SEATTLE WA Contractor License No: SABEYCI033KM Expiration Date:01/06/2005 DESCRIPTION OF WORK: CONSTRUCT FOUNDATION FOR NEW 4 -STORY OFFICE BUILDING OVER A 3 -STORY PARKING GARAGE. Value of Construction: $ 1,300,000.00 Type of Fire Protection: Type of Construction: Fees Collected: $10,818.19 Uniform Building Code Edition: 1997 Occupancy per UBC: 0016 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: N Water Main Extension: Water Meter: N Number: 0 Start Time: End Time: Volumes: Cut 0 c.y. FiII 0 c.y. Start Time: End Time: Size (Inches): 0 Private: Profit: Private: ** Continued Next Page ** Public: Non -Profit: Public: doc: Devperm D03-129 Printed: 06-19-2003 City of i ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 Permit Center Authorized Signature: 1,(.114--/C-C. Date: 6 6 //9/03 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the perform - nce of work. I am authorized to sign and obtain this development permit. Signature: '5Nali��i: �� Date: % �7 ` Print Name: auLu 5 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: Devperm D03-129 Printed: 06-19-2003 City of i ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 PERMIT CONDITIONS Parcel No.: 7340600602 Permit Number: D03-129 Address: 12500 TUKWILA INTERNATIONAL BL TUKW Status: ISSUED Suite No: Applied Date: 04/30/2003 Tenant: DHS - SEATTLE DISTRICT OFFICE Issue Date: 06/19/2003 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 4: All structural concrete shall be special inspected (UBC - Sec. 306(a)1). 5: All structural welding shall be done by W.A.B.O. certified welders and special inspected (UBC - Sec. 306(a)5). 6: When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, permit number and type of inspection being performed. 7: The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 8: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: All wood to remain in placed concrete shall be treated wood. 11: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 12: ***PLANNING DIVISION*** Temporary construction fences must be located along the buffer areas to the wetland areas on the property. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or theerformance of work. � Lrl1.2 ma %%/iM�'41&//g Date: b J Signature: doc: Conditions D03-129 zr: Printed: 06-19-2003 �;�'Y^)YJ{�t•;4-, s opi :Ht CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 (For.,o ce:use•only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** •,SITE':LOCATIO FCUNI(?��T'i0A.)lCIL y--yol✓o /oz>>c4-9ot'`- King Co Assessor's Tax No.: 7 DEo'-c 52)f,'13,tc%a--e ,73'fceo Site Address: / 7,..z500 "Tr1 K, W Ic-P iiVTt,�R ),4'7-(c-JVI-L, Suite Number: Floor: Tenant Name:I,,d- j .. •N1- ► GU21 4 k • tf New Tenant: '3! .... Yes E ..No Property Owners Name: W-un/,orrwn �'-t-w#4-r Mailing Address: /ZZOI TvKWa-<t V2/ tIKrN a r S -r7Z� WAc ` 1(8-'5121 City State Zip Name: 1 ---LA, N cS }_-.un1.n Day Telephone: ZCG, - Z 7 -7 - `� E. 19 Mailing Address: 12ZO1 `j7-; wiut Tr.h-r R,UAr(o4ik L.- 4 E 5L:=,�-i`ZZE WA ` b1%5.- fel / City State Zip Fax Number: Z -o6,- Zv1 -O9ZO E -Mail Address: 1 -(,.yr Ji _ GENERAL'CONTRACTOR INFQM RATION'•. Company Name:6,..13LY NP- Uc--nfNJ 1 \ / Mailing Address: I ZZO ( l -w tt� � N`c��n1,�-r-tc�r vkL t �f Fi- 2_ 5cA'CTLE \lel A,- (e)1(0 -t-71 Zj % City / 'State Zip Day Telephone: 20(0 -- Ut.1-4-wo Fax Number: 'Z O (c, - Z 61 - Oct 20 Contractor Registration Number: IL1,/1 Expiration Date: 1 / (0 / 0 �� **An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance** Contact Person: ID E -Mail Address: covet ARCHITECT OF. RECORD: All plans must be wet stamped by Architect of Record Company Name: 1-4,.ica4 Mailing Address: i 1TE. Z9r) '`Y t_E WA- 9 FDI 2 Z. -- Contact Contact Person: E -Mail Address:��is.t��r✓ i -l.�. U a✓�� . C -c>)--4 City State Zip Day Telephone: - 7.5 - 2 �5 Fax Number: 20 (v - Z `e-) - O 5r ENGINEER OF RECORD All plans must be wet stamped by Engineer of Record Company Name: & Mailing Address: (.4) 5(.act \\/cacn> Ac\I`: 1- E Contact Person: PD i c -H L c E -Mail Address:sf Z�� . , \applications\permit application (1.2003) 1/2003 r't"'i7?;�} of ru Page 1 City Day Telephone Fax Number: State Zip ZOCo- 20(0 — `7Z — SCD`( e, BUILDING •PERMIT INFORMA '-" t0 206431-367 Valuation of Project (contractor's bid price): $ .1 , 'cO 1000 Existing Building Valuation: $ Scope of Work (please provide detailed information): Co, 3 _rr'FZu 471 o 'J r4,_ lJ s .t r] Will there be new rack storage? 0...Yes . No If "yrs", sec Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (arca of the foundation of all structures. plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Arca (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑...Yes 0.. No If"yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ .. Sprinklers ❑...Automatic Fire Alarm ❑...None 0.. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑...No If "yes", attach list of materials and storage locations on a separate 8-1/2 x 11 paper indicating quantities and Material Safety Data Sheets. UTILITY DISTRICTS: Note: If the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water ❑ .. City of Tukwila Water District 0.. Water District #I25 0... Highline Water District ❑...City of Renton Water District Sewer ❑ .. City of Tukwila Sewer District 0.. Val Vue Sewer District ❑...City of Renton Sewer District ❑...City of Seattle Sewer District ❑ .. Septic System (If property is served by a septic system, 2 copies of approved septic design from King County Health Department must be submitted at the time of permit application) \applications'pcnnit application (1.2003) Irz003 Page 2 i Existing Interior Remodel Addition to Existing Structure New Type of Construction per UBC Type of Occupancy per UBC 1' Floor 2" Floor 310 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (arca of the foundation of all structures. plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Arca (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑...Yes 0.. No If"yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ .. Sprinklers ❑...Automatic Fire Alarm ❑...None 0.. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑...No If "yes", attach list of materials and storage locations on a separate 8-1/2 x 11 paper indicating quantities and Material Safety Data Sheets. UTILITY DISTRICTS: Note: If the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water ❑ .. City of Tukwila Water District 0.. Water District #I25 0... Highline Water District ❑...City of Renton Water District Sewer ❑ .. City of Tukwila Sewer District 0.. Val Vue Sewer District ❑...City of Renton Sewer District ❑...City of Seattle Sewer District ❑ .. Septic System (If property is served by a septic system, 2 copies of approved septic design from King County Health Department must be submitted at the time of permit application) \applications'pcnnit application (1.2003) Irz003 Page 2 i 'UBLIC PERMITi=I1�JFC 6433;017 Scope of Work (please provide detailed information): Street Use: 0 .. Street Use Call before you Dig: 1-800-424-5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑... Channetization/Striping Land Altering and/or Hauling: ❑.. Land Altering: ❑...Cut ❑...Curb cut/Access/Sidewalk cubic yards 0...Fill cubic yards 0 .. Hauling Storm Drainage: ❑.. Storm Drainage ❑...Flood Control Zone Sewer Information: ❑ .. City of Tukwila Sewer District 0.. Val Vue Sewer District ❑...City of Renton Sewer District 0 .. City of Seattle Sewer District ❑ .. Sanitary Side Sewer ❑ .. Sewer Main Extension ❑ .. Private ❑ .. Public Water Information: ❑ .. City of Tukwila Water District 0.. Water District #I25 ❑... Highline Water District ❑...City of Renton Water District 0.. Water Main Extension 0.. Private ❑...Public ❑ .. Water Meter/Exempt: Size(s): ❑ .. Deduct 0... Water Only ❑ .. Water Meter Permanent #: Size(s): .. Water Meter Temporary #: Size(s): 0 .. Est. Quantity: gallons ❑ .. Fire Loop/Hydrant (main to vault) #: Size(s): ❑ .. Landscaping Irrigation ❑ .. Miscellaneous: Monthly Service Billing to: Name: Mailing Address: Day Telephone: Water ... ❑ Sewer ... 0 Water Meter Refund/Billing: Name: Mailing Address: applicationa\pennit application (1-2003) 1/2003 City Sewage Treatment 0 State Fire Line .... ❑ Zip Day Telephone: City State Zip Page 3 svYrin'K'!`;.L'thyt• s;�nh3h�'d.�G'i1ar�7 r.? M'3 .iStOt 1P' SrtteiS+eyYltsti Akr:K:n;irf.M1 .MECHANICAL PERMITINFORMATION '206 431=3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: city Day Telephone: Fax Number: State Zip Contractor Registration Number: Expiration Date: **An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New ....0 Replacement ....0 Commercial: New ....Ej Replacement .... 0 Fuel Type: Electric 0 Gas....D Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type:. Qty Unit Type: Qty Boiler/Compressor: Qty. Furnace<I00K BTU Air Handling Unit >=10,000 CFM Other Mechanical Equipment 0-3 HP/100,000 BTU Furnace>100K BTU Evaporator Cooler 3-15 HP/500,000 BTU Floor Furnace Ventilation Fan 15-30 HP/1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 30-50 HP/1,750,000 BTU Appliance Vent Hood 50+ HP/1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <=10,000 CFM Incinerator — Comm/Ind PERMIT APPLICATION NOTES :- Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNE • OR AUTHORIZED GENT: Signature: Print Name: /6.YtQ Mailing Address: Date:,1-' cY Day Telephone: -7_7-0 Co —2-77— r) Z / 9 Date Application Accepted: Date Application Expires: D -30--a3 tapplications\permit application (1.2003) (/2003 7-03 Page 4 City State Staff • i(als: 4 ?Nit Zip $i City of T ukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 RECEIPT Z F: Parcel No.: 7340600602 Permit Number: D03-129 re Address: 12500 TUKWILA INTERNATIONAL BL TUKW Status: ISSUED _1 0 Suite No: Applied Date: 04/30/2003 0 0 Applicant: DHS - SEATTLE DISTRICT OFFICE Issue Date: 06/19/2003co a co w J H U) LL w0 Receipt No.: R03-00743 Payment Amount: 6,558.25 2 Initials: LAW Payment Date: 06/19/2003 02:11 PM N User ID: 1630 Balance: $0.00 =a I- w z= 1-O Payee: SABEY PROPERTIES LLC w w 0 0— !— Type Method Description Amount w w Payment Check 88593 6,558.25 ~ 1. LI O Z w U= 0 H Description Account Code Current Pmts Z TRANSACTION LIST: ACCOUNT ITEM LIST: BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 6,553.75 4.50 Total: 6,558.25 9727 06/19 9716 TOTAL. L. 6550.25 doc: Receipt Printed: 06-19-2003 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 Parcel No.: Address: Suite No: Applicant: RECEIPT 7340600602 12500 TUKWILA INTERNATIONAL BL TUKW DHS - SEATTLE DISTRICT OFFICE Permit Number: Status: Applied Date: Issue Date: D03-129 PENDING 04/30/2003 Receipt No.: Initials: User ID: R03-00523 BLH ADMIN Payment Amount: Payment Date: Balance: 4,259.94 04/30/2003 02:19 PM $6,558.25 Payee: SABEY CORPORATION TRANSACTION LIST: Type Method Description Amount Payment Check 88118 ACCOUNT ITEM LIST: Description Account Code 4,259.94 Current Pmts PLAN CHECK - NONRES 000/345.830 4,259.94 Total: 4,259.94 3173 04/30 9716 TOTAL 4259.94 doc: Receipt Printed: 04-30-2003 z -- Z • w U O N O J F- M IL. Nti uO u Q 0d Lux z�. �o z1- Lu U� O - CIH W W LL- O wz • = 0 z L )tio INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 1-3670 03- 1): ss Project:5 Type of Inspection:\ c +ne,, Address: \)-500 -T. Date Called: Special Instructions: Date Wanted:a.m. Ll`� 1 _r9 `-' ' p' Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: P r Yv\\ 4 CDv"fAe 4 e Inspector: r .\20A ar Date: 9- Z)-o�-1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: y;Y#)Jiff. 15 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 1 Project: -DiAs Type of Inspection:. Address: 12500 -'CSS Date Called: l Special Instructions: Date Wanted: C 1`.)-1`011 a.m. Requester: Y\011)GtDProvc G14 row\ 042-..\-e Phone No: ovv"v•-•(4'1cv, V. Or -4t v.t-,15 — 0 pfroved 'Approved per applicable codes. El Corrections required prior to approval. COMMENTS: CPiVP(� 4?;kr•cAk 1 er--Prolye S1 C'L 1 ` Q V� f' Y -`t f` Opp f f0 e l c\ Gv Ati re - l C, 4-i ?; r' S - D p r o v -e rk L3.-01-� 00J-€, \-1--\\-? r V'erfi\1r€ --14) It cei N t j ) i'ru \ r‘5 CP( -Act -i,, c, r r" -P Y\011)GtDProvc G14 row\ 042-..\-e ec-1 — U pprQvet, ovv"v•-•(4'1cv, V. Or -4t v.t-,15 — 0 pfroved V.O\)v rP(,t4i(� A..k.)aItC, — raoarduer Inspector: r JL'Q P4/1/JV Date: OH El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit D03-10? Project: .. al.)/1/;4 Z)1/2/5-- /4az=fP Type of In .ection: ';,e_6 ' AL Address: J izsoo 777-e Date Called: / 7.04/ - Special Instructions: Date Wanted: �/ g-zd'Q/ .m. P.m. Requester: .• o Phone No: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 1 A tn.pfoock( l r 1 ` �• PCf \Jp(I �;. ��1 \-Q�Ieli Tiro v\ Geo-kPc,L - kaV \ Cov\.S,l*rAn-i- s v\c . Tr AUC 'eV' CGY\-- *--\-'‘S� 1f '-P1.1"l`r 4 stn c. CI) 1"L v- 0L,1,(\ \54-). c(- (� �i w\a, v\ rJ,./\%\c Ik v. '�wv A (44 -ti cit" � \) 7`k I.44Pr rL,4LA 3_‘q, o-( 41 'YV✓\--k- PV1- \y1 Tth.,..nc 4-gi o, inspector_4vv,s4r., Date: 2O - (J L' pi $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspectiore. Receipt No.: Date: ill INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit Io3-129 Project:--s)‘\s Type of Inspection: `, Add ess: \-SO 0 -ri'+J Date Called: ki")-0—+J9 WOV\4-- Special Instructions: Date Wanted: q-) 0—QLi a.m. p.m Requester: Phone No: Approved per applicable codes. Er' orrections required prior to approval. COMMENTS: I) V. c‘ \ `, \c/ke) -(-or. C Ov\C s r *c.4 -k Gnat C4UP.0r CGS " c \\V.\G�-$ • `C‘'el.r. LNiv\kil.A Ire WOV\4-- [ Inspector: Date: q )0 V -CSL Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: �z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 10 3-I)9 NO (2 1-3670 Project: +Is Type of Inspection: ectux , Address:Date Called. Arw1 ( 2) \ao --t3 Special Instructions: Date Wanted: a.m. p.m. Requester: (1V\ rr.1 Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ECI lfr+ �-pCTi'=(I Cant, Ai OS --VPs- lU\,� O� s; 4 e 1 Arw1 ( 2) nor -Pr c cA s-}- --c)‘\'t v,c1c a4 ---(\r-o".-4 (1V\ rr.1 Inspector: (1) Date: ‘m Ll $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: �,�vr t:%Lsd.;j '...._ „"4_yr{:�.!{iw �'a :rr v...f .4t✓ �. ef.RLJ,..,:... INSPECT ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 INSPECTION RECORD Retain a copy with permit 103- u9 PERMIT N 43 -3670 Project: '1 Type of Ipection: Address: 1)500 -c-r Date Called. IO -8-03 Special Instructions: Date Wanted: 10-A -0.-Z a.m. Requester: Phone No: ' Approved per applicable codes. EiCorrections required prior to approval. COMMENTS: m M (13:4‘ 1 , \ 'des-�- 1� !� c)v\ c i d\CIP vv‘ (Inspector Date: ) p �— E $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION INSPECTION RECORD Retain a copy with permit PERMIT/N 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Pro'ect:ii y� 1\1 . 5 1--p.5-4 1 ,,, 6 Type of Inspec i n: `( d Address: »v i1.e./ltd/0 Date Called: � _ _- _..3 Special Instructions: f7O- ( / /R : 3o rvbe-1442- (z Date Wanted:a.m. i'��aia.3 Reque ter: Phone No: LA47 3 "(p 57 Y Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1\1 . 5 1--p.5-4 1 ,,, 6 Q►n c f -k 1 o rL Vi C t (l ,e. � ►� S �rr(,t.- ko CotAcev-n5 1 .L Inspecto Date: 9- G Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERM (206)431-3670 P"ro5 - 14,...s. CIr k fIL Type of Inspection: i• ...)k f'' ( / r(..-. .)(,/%:l' T Ad re s: hh I *. 2C)V .. J , l . Datd Called: '11/(010? coy. ern 5 Special Instructions: paA. ij 2 3v Date Wanted: 9 (U3 rr Requester` phone No: o" % UCv) / 3U - 0 _, A9 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: CIr k fIL t�IC I { rip Lu.; -vin c � s ()if\ s; 4- _/3_0_, 1 lJ0 coy. ern 5 Sa I�OS ( S` I— Inspector`: %s- C ..<21, n i L Date: _/3_0_, El $47.00 REINSPECTION FEE REQ(JIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • r INSPECTION RECORD Retain a copy with permit (206) • 31-3670 ct: T pe of Inspectio i�, A ress: _ Date Called: 4;:./ /, / Special Instructions: p( 0) 12 : O (2,\ Date Wanted: 7 !!3tl'i.A/ a.m. (pro. Requeer. � c1 L-A rig Phone No: (30 - Ci,j %,`s Approved per applicable codes. Corrections required prior to approval. COMMENTS: De S()\c‘pf. w i h rtU� P� A %)C, r^ OAC -ev n -Sot en 0 InspectWc Date: 9` I ` o 1-1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: -7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431-3670 Pr ect: Type of Inspection: (9-\, nfi,?-1),(., 0 / 0LA.,g___ ALAA,IA a,. lax2...k,-,..G ,1 ! -2_0 ) Address:Date Called: "k"..s; M a Q 44 \f\ (-O C1 ()-e....,‘&4„,..9 ti, 1.1-e Oft 10 Ott"-- `-1/\1'(-4 "4 ' Special Instructions: !,c_ * //I14y.s Attic:2 C;f2 761e1/4/47.-- ,O? Date Wanted: a.m. JO Reqube (r /� Pone No. ,_ 73o J 7/ • er . pplicable codes. orrections required prior to approval. COMMENTS: - (9-\, nfi,?-1),(., 0 " e9.n `C1.0 A.t aC'.12JJ 0LA.,g___ ALAA,IA a,. lax2...k,-,..G ,1 ! -2_0 ) cec .. eQ "-OA c ' ,.I.-- -cJL 4d(g'v‘k..- -1-2.>\)Q 9-s--e.ke() ?\D-li ::1,_p_.r�-�. (1 QS tik) ,-0T( ) "k"..s; M a Q 44 \f\ (-O C1 ()-e....,‘&4„,..9 ti, 1.1-e Oft 10 Ott"-- `-1/\1'(-4 "4 ' ,1/4,-.....,0 as...uz-N v.4-0 1?...; \ tri , tux 4,z i , r --K (csa ,„7:44 JO etor: J ; L,,, Date _" Gt t„i.,� 1 ca ..._ / 1-- a 3 47.00 REINSPECTION EE REQUIREDArior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: t9 Date: . INSPECTION RECORD • Retain a copy with permit i663 INSPECTION NO. PERMIT ;op CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 1-3670 Pr C riff � % �Y,l Type o rgspeC�'C `/ Address: /2 Sd0 77.7 Date Called: -.S-O 3 Special 7. ',a Instructions:re . --- Date Wanted:d 4, 3 '~ a.m. m. Requester. Phone No: 7-36-.5771- Cr? Approved per applicable codes. Corrections required prior to approval. COMMENTS: S r,cer tom!, 4,k..115 I �Jn r r) ( .5 ,Si \1\e.`(, CO 5•-•\-- Inspectoc--1 , {j Date: 8 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: F77.7,7"777 . • . INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431-3670 Prol5ct*.c, ,,e.,_ ..i.,...,71. . - Type of Inspection: ,.. Address:s_ a 0 7_....Te Date Calred: a-- 2-o3 Special Instructions: 1 :00 4? -/-?7 , /a au4 Th"14, Date Wanted' 9- 5-- 0- r a . m . •,... pan. Requester/) Phone ,7c' 73 6S7r- Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: vt4- Cry -k ? t av'cr.77 r: Date: FA $47REINSPECTION FE REQUIRED. Prior o inspection, fee must be pa'at 6300 Southcenter Blvd., Suite 100. cii to schedule reinspection. t No.: Date: , , • < • z ce 2 0 00 LLI W -J Li- u.' 2 a w z (3 z,- 0 III al 0 -U2 CI I- W w ujz LL. - 0 z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 f>"3—/Z9 Project:/ t- lc- i F' a/ Type of Inspection: Address: •-'"' /2'5UU TZ/3 Date Called: 2-0,-2i-0 5 _- Special Instructions: 7,',0 G -m. Aavz Date Wanted: % 3 - 3 P.m. Requester: AArAl...o 5 (-) on S 1 Phone No: r:o& 7.3a --6S7cr 4c�,- Approved per applicable codes. Corrections required prior to approval. COMMENTS: `D`42 SrtrPr Lc1i- k AArAl...o 5 (-) on S 1 e 4c�,- 'y -c. rtoip _poor 1 A:k) coy.c pro s Inspector: ) Date: _3_03 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Proje6 F r s Typa oU nn c ' n: �Lowe_ Address: Date Called: 2 /O 3 5on T- e . Special Instructions: Wt-��' tobv-P 7cGfii Date Wanted: /2/3.2/D3 1 f!.....„. -n—: Reque r: Ph ne No: �'vc) (30-0157F Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Q t/l 5;$e • 1U0 r o vv r Pi RA 5 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: eft, Tfir • j' F ,t1), ((M n`ili:y INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: h S Type of Inspection: 4 t e.al t*1 Date Cal ed: ,e -Z v3 J)41_0 _� , 0 P A ()..); i 4 .VI,1-e.7- Address: iZD rki��b /2' Special Instructions: 6,14- S firt:(;)0.404_ �U� Date Wanted: B- Z2 - p.m. Requester: ,,ll l`1(�/G� Phone No:. 4~— ivimt/15 EApproved per applicable codes. LJCorrections required prior to approval. COMMENTS: J)41_0 _� , 0 P A ()..); i 4 .VI,1-e.7- / v-Yv s, p /-.S1 i c N/4 Pct 7 its ,ra et,.,-, / /'1 pdtt 1/ , 7 qJ y-Rrezia-p(_5. pr-_,,‘ fr4 *.i I'''. (e'' 7,,,r,,ze, e- %, rr- j r s i/.rc f.. 75 F� r (67 4~— ivimt/15 /- (-9 ,‘"\----1 ---N\ \ tnspeptor• Date 47.00 REINSPECTION FEE REQUIR O. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite/100. Call to schedule reinspection. Receipt No.: Date: (7,77. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: b s Type of Inspec on: a 2-7 / . /-*Alar.?#>/e.."7// / Address:Date )c)-50 0 -r-w; Lk 1A Called: . --)- 3D_03 Special Instructions: ' 0 }�Vl/\ Date Wanted:---)a.m ' 31'03 .m Requester: �, t ./P4- Phone No: 206- `73O- (Sgs 1 ,. , Approved per applicable codes. Corrections required prior to approval. COMMENTS: r.._.ecl,_.j.,/jzt,i/r ff.i.,_.7 a 2-7 / . /-*Alar.?#>/e.."7// / 1 r:A•-i'7 .... 4 rpe,, / l3' (f -J� 6� .i�'r f .„, '% 2 ./P4- ,,� 1 ,. , ,( A,,,(i A/,%/240h,1 ,,,/f./12', `P , -'fes fC/ Ali 4,1.7",. ,% ,%4�'-Q,/ "7-7 e' A tS /eA en i Inspector: Date: y 3 / _ b 1 $47.00t1NSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcente Ivd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: ....ssv..sw s-.ih�':e�0,f:;�rifih wi 4is:r ,' 'e.:. s::ai'.i a:.4_'v• 4!.k.`Pba r,s..>x..•t....s,.. MAYES TESTING ENGINEERS, INC. November 10, 2004 Sabey Construction Ralph Hagler 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 RECEIVED NOV 15 2004' CODEVELOPMENT Re: DHS Regional Headquarters Permit # D03-129 MTE Project No. E3187 Concrete Summary Report: July 2003 through October 31, 2004 Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Dear Mr. Hagler, Please find attached the concrete summary reports for the DHS Regional Headquarters. Within the reports you will find copies of the concrete laboratory test reports including the field data and compressive strength test results. In addition, you will find the statistical analysis reports for each concrete mix utilized on the project where enough data is available. We are providing the reports to the distribution list noted below. We provide the Project Superintendent with the 7, 28, 56, and 90 -day reports and notify the engineer if a 7, 28, 56, or 90 -day test is low as they occur. Respectfully submitted, MAYES TESTING ENGINEERS, INC. Timothy G. ckerle, P.E. Branch Manager Attachments: Concrete Laboratory Reports Concrete Summary Reports for 07/01/03 — 10/31/04 CC: Theodore McDonald — Engineers Northwest Inc. Bob Fadden — Lance Mueller & Associates Dave Leng — Sabey Construction Building Official — City of Tukwila QC Department — Stoneway z W JU 00 CO LU J I— U) w0 co wa =d I— Ill Z= zI- LU • w U � O - 1- w w - wW u -o ..z w U= O 1- z MAYES TESTING ENGINEERS, INC • g, r+ •7 Project : Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: E3187 Issued on: 10-26-04 Permit # (s): D03-129 Original: El Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 pIi 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 54°F Cloudy Concrete Stoneway 449613 5951-A FIELD DATA (ASTM C31 and C172) Design I Mix Proportions: Ingredient Sample Temp. r- Initial Storage ' Entrained Air (ASTM C1064) Temp. (ASTM C31) j (ASTM C231) 70° F NR 4.9 % Water / Cement Ratio: 1 [ Slump (ASTM C143) iSample(s) Recd 0.364 5-1/2" 9-25-04 Weight (per cu.yd) Coarse Aggregate 3/4" 1,791.0 lbs Fine Aggregate 1,257.0 lbs Water 240.0 lbs Fly Ash 110.0 lbs Cement --Type I & II 550.0 lbs WRDA-64 30.0 Oz Daravair 3.0 Oz ADVA 13.0 Oz Required Strength (fc):'3000 Psi @ 28 days Placement Location and Notes' East side slab on grade at ramp, stair and sidewalk sections. Date Made Sample # 9/24/2004 1 0093 F9/24/2004 0093 [9/24/2004 0093 [ 9/24/2004 1 0093 Remark: COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code [ 75876 [10/1/2004 1 7 11 586901 4 x 8 ] 4.01] 12.63 L4650 J [ NA ] [75873110/22/2004r 28 1_84940 I 4 x 8 �[ 4.01 L 12.63 1 [ 6730 _] I_ NA ] 75874 [0/22/200) 28]r 85740 F4 x 8 [ 4.01 L 12.63___[ 6790 ] NA ] T7-5875 10/22/2004 28 ]L76670 1 4 x 8 14.01_] r 12.63 [6070 _ i L_ NA J Inspector(s): Cheri Willett Tested by: Will Blanchard Reviewed by: j NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. ' NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded Timothy G. kerle, P.E. Branch Manager Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form 11150, Rev 3, 7.0 r • tea. ,,Nr.rof(,a nSl,ffie rtlere,,;t17iec�Y?tiitMq. e-etelttitArMi1l+S -r.FdwcMe..e.na�i. -ir�r.rr.rr..��ea, Tests and Statistics for Job Number: Mix Number: Permit Number(s): 4356 Analysis of Strength Data E3187 Job Name: DHS Regional Headquarters D03-075, 003-129, D04-026, D04-128, 003-099 Test Data From: 9/19/2003 To: 10/31/2004 Sample Number Produced By: Stoneway Specimen size: 4 x 8 CYLINDER Date Sample Slump 1W'/C Made Temp(°F) (inch) Ratio 0055 8/22/2003 76 0056 8/28/2003 78 3" 0.450 4,840 0060 6/2/2004 73 4" 0.404 4,630 0061 6/2/2004 72 4-1/2" 0.417 4,840 4,770 3000 0091 9/22/2004 73 5-1/2" 0.450 3,790 4,420 4000 4.5 0.450 Average Strength (psi) 3,880 3 -Test Ave. (psi) 4,450 Required Strength 3000 3000 3000 28 I Day Test Statistics Number of tests: 5 Low test: 3,787 Within -test standard deviation: 233.34 High test: 4,840 Batch -to -batch standard deviation: 466.62 Average test: 4,395 Within -test coefficient of variation: 5.31 Median test: 3,878 Standard deviation: 521.71 Average range: 263 Coefficient of variation: 11.87 Wednesday, November 10, 2004 Page 1 of 1 1 MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: E3187 Issued on: 10-21-04 Permit # (s): D04-128 Original: d Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 63 F Cloudy Concrete Stoneway 448659 4356 FIELD DATA (ASTM C31 and C172) Design I Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,917.0 lbs Fine Aggregate 1,468.0 lbs Water 225.0 lbs Fly Ash 100.0 lbs Cement --Type I 400.0 lbs WRDA-64 30.0 Oz Sample Temp. (ASTM C1064) Initial Storage Entrained Air Temp. (ASTM C31) (ASTM C231) 73°F NR ok Slump (ASTM C143) LSample(s) Rec'd Water / Cement Ratio: 0.450 5-1/2" 9-23-04 Placement Location and Notes Required Strength (fc):` SET 2 (6) Drilled pier foundations in front of building (west canopies). 4000 Psi @ 28 days Date Made Sample # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 9/22/2004 0091 75678 9/29/2004 7 69150 6 x 12 6.00 9/22/2004 P0091 75679 10/20/2004 28 108590 6 x 12 6.01 9/22/2004 0091 75680 10/20/2004 28 106260 6 x 12 6.01 9/22/2004 0091 75681 11/17/2004 56 6 x 12 28.27 28.37 28.37 2450 3830 3750 NA NA NA J* NA Remark: Mr Ted McDonald of ENW indicated on 10/21/04 that the 28 day strength of 3790 psi was adequate Inspector(s): Tom Cain Tested by: Scott J Johnson Reviewed by: / A2 Timothy G. B rle, P.E. Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cur NR = Not Recorded Information In thls report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 Tests and Statistics for Job Number: Mix Number: Permit Number(s): 5950-A Analysis of Strength Data E3187 Job Name: DHS Regional Headquarters D03-075, 003-129, 004-026, 004-128, 003-099 Test Data From: 6/18/2004 To: 10/31/2004 Sample Number Produced By: Stoneway Specimen size: 4 x 8 CYLINDER Date Sample Slump IV/C Made Temp(°F) (inch) Ratio 0058 5/21/2004 63 6-1/4" 0.371 0058 5/25/2004 70 5-3/4" 0.340 7,280 0062 6/4/2004 83 6-3/4" 0.418 6,140 6,350 0063 6/11/2004 70 4" 0.352 6,580 6,670 5000 0064 6/11/2004 72 5" 0.349 6,120 6,280 5000 0065 6/16/2004 71 5-3/4" 0.363 6,330 6,340 5000 0066 6/21/2004 86 6-1/2" 0.324 5,980 6,140 5000 0067 6/23/2004 74 5-1/4" 0.367 5,980 6,100 5000 0068 6/25/2004 71 5-3/4" 0.379 5,810 5,920 5000 0069 6/30/2004 76 6-1/4" 0.350 5,850 5,880 5000 0070 6/30/2004 80 5-3/4" 0.347 6,640 6,100 5000 0071 7/1/2004 73 5-3/4" 0.354 7,000 6,500 5000 0074 7/19/2004 73 5-1/2" 0.379 6,500 6,720 4000 0076 7/30/2004 67 5-1/2" 0.036 5,250 6,250 3000 0077 8/2/2004 77 4-1/2" 0.379 6,180 5,980 5000 0077 8/3/2004 81 5-3/4" 0.356 5,340 5,590 4000 0082 8/6/2004 80 4-3/4" 0.349 5,790 5,770 3000 0083 8/10/2004 83 6-1/2" 0.379 7,280 6,140 5000 Average Strength (psi) 5,620 3 -Test Ave. (psi) Required Strength 5000 4000 5000 Wednesday, November 10, 2004 Page 1 of 2 4irii'1.40.0 ..ti. r. Tnnc�a-� �.ay .wr• i&:.:b ..•5ao.•'1• Tests and Statistics for Job Number: Sample Number Permit Number(s): E3187 Job Name: DHS Regional Headquarters 003-075, 003-129, D04-026, 004-128, D03-099 Date Sample Slump W/C Made Temp(°F) (inch) Ratio 0085 8/13/2004 80 0086 8/19/2004 78 4-3/4" 0.379 5,900 0087 8/27/2004 0 0.379 6,140 0089 9/16/2004 72 5" 0.343 6,280 6,110 4000 0091 9/23/2004 71 5" 0.040 9,350 7,250 5000 6" 0.379 Average Strength (psi) 7,220 3 -Test Ave. (psi) 6,760 6,800 6,420 Required Strength 5000 5000 5000 28 , Day Test Statistics Number of tests: 23 Low test: 5,255 Within -test standard deviation: 273.62 High test: 9,348 Batch -to -batch standard deviation: 816.48 Average test: 6,373 Within -test coefficient of variation: 4.29 Median test: 6,145 Standard deviation: 861.11 Average range: 309 Coefficient of variation: 13.51 Wednesday, November 10, 2004 Page 2of2 • MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: E3187 Issued on: 10-22-04 Permit # (s): D04-128 Original: Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 55 ° F Overcast Concrete Stonewav 028 5950-A FIELD DATA (ASTM C31 and C172) Sample Temp. (ASTM C1064) 71°F Initial Storage I Entrained Air Temp. (ASTM C31) (ASTM C231) NR Water / Cement Ratio: 0.040 [ Slump (ASTM C143) 5,, [Placement Location and Notes SET 1 Slab on grade driveway exterior at north end of east side of building; trash dumpster slab on grade and connecting stairs (exterior). Sampled at 21 cubic yards of 47 cubic yards total. Note: Air entrainment admixutre not used. Engineer reviewing. Actual Sample(s) Rec'd 1 Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Water Fly Ash Cement --Type 18, II WRA ADVA Weight (per cu.yd) 1,919.0 lbs 1,263.0 lbs 230.0 lbs 110.0 lbs 5,649.0 lbs 26.0 Oz 14.0 Oz 9-24-04 [Required Strength (f'c):1 5000 Psi @ 28 days Date Made Sample # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 9/23/2004 0091 75771 9/30/2004 7 9/23/2004 0091 75772 10/21/2004 28 87200 123510 4x8 4.00 4x8 4.00 9/23/2004 0091 75773 10/21/2004 28 112600 4x8 4.00 9/23/2004 0091 75774 10/21/2004 28 116300 4x8 4.00 Remark: Inspector(s): Kevin Graham Tested by: Scott J Johnson 12.57 12.57 12.57 6940 9830 8960 12.57 J L9250 Reviewed by: NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. * NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded NA NA Timothy G. Branch Manager NA I NAL* erle, P.E. Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: E3187 Issued on: 10-21-04 Permit # (s): D04-128 Original:d❑ Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 63 °F Cloudy Concrete Stoneway 448666 5053-A FIELD DATA (ASTM C31 and C172) Design I Mix Proportions: Ingredient Sample Temp. (ASTM C1064) Initial Storage 1 Entrained Air Temp. (ASTM C31) (ASTM C231) 75°F NR 3.5% [Water / Cement Ratio: [ Slump (ASTM C143) [Sample(s) Reed' 0.380 6-1/2" 9-23-04 [Placement Location and Notes j SET 1 Black colored (dark shade) site work slab on grade, topping south of 11 line and east of F line. Weight (per cu.yd) Coarse Aggregate 3/4" 1,976.0 lbs Fine Aggregate 1,275.0 lbs Water 211.0 lbs Fly Ash 85.0 lbs Cement --Type I 470.0 lbs WRDA-64 28.0 Oz A/E Admix 3.0 Oz ADVA 11.0 Oz Required Strength (fc): 3000 Psi @ 28 days Date Made Sample # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 9/22/2004 0090 75674 9/29/2004 7 89770 6 x 12 6.00 9/22/2004 0090 75675 10/20/2004 28 1 127460 9/22/2004 0090 75676 10/20/2004 28 r 133530 6x12�]�601� 6x 12 6.01 9/22/2004 0090 75677 10/20/2004 28 123810 6 x 12 6.01 Remark: Inspector(s): Tom Cain Tested by: Yavita Kotomaim 28.27 28.37 28.37 28.37 Reviewed by: 7 Timothy G. Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded 3170 NA • F4719-0-1 L NA » NA 1 * 4710 4360 NA /`/ erle, P.E. Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150. Rev 3, 7.0 aro raz+� ax• / MAYES TESTING ENGINEERS, INC. November 22, 2004 Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Sabey Construction Tacoma, WA 98499 ph 253.584.3720 Ralph Hagler fax 253.584.3707 12201 Tukwila International Blvd. Portland Office Fourth Floor 7911 NE 33rd Drive Seattle, WA 98168-5121 Suite 190 Portland, OR 97211 ph 503.281.7515 Re: DHS Regional Headquarters ► (� fax 503.281.7579 Permit # D03-129 MTE Project No. E3187 Concrete Summary Report: July 2003 through November 15, 2004 Dear Mr. Hagler, Please find attached the concrete summary reports for the DHS Regional Headquarters. Within the reports you will find copies of the concrete laboratory test reports including the field data and compressive strength test results. In addition, you will find the statistical analysis reports for each concrete mix utilized on the project where enough data is available. We are providing the reports to the distribution list noted below. We provide the Project Superintendent with the 7, 28, 56, and 90 -day reports and notify the engineer if a 7, 28, 56, or 90 -day test is low as they occur. Respectfully submitted, MAYES TESTING ENGINEERS, INC. Timothy G. ck erle, P.E. Branch Manager Attachments: Concrete Laboratory Reports Concrete Summary Reports for 07/01/03 — 11/15/04 CC: Theodore McDonald — Engineers Northwest Inc. Bob Fadden — Lance Mueller & Associates Dave Leng — Sabey Construction Building Official — City of Tukwila QC Department — Stoneway RECEIVED DEC - S 2004 BUILD DEPARTMINEG NT z w ce JU 00 fn CO Qw wo 2 ILa �.. w Z= zI- w w U� o o wW 1--V —1— z U= o1 - z Tests and Statistics for Job Number: Mix Number: Permit Number(s): 4356 Analysis of Strength Data E3187 Job Name: DHS Regional Headquarters D03-075, 003.129, D04-026, 004-128, 003.099 Test Data From: 9/19/2003 To: 11/15/2004 Sample Number Produced By: Stoneway Specimen size: 4 x 8 CYLINDER Date Sample Slump fig/C Made Temp(°F) (inch) Ratio 0055 8/22/2003 76 0056 8/28/2003 78 3" 0.450 4,840 0060 6/2/2004 73 4" 0.404 4,630 4,450 3000 0061 6/2/2004 72 4-1/2" 0.417 4,840 4,770 3000 0091 9/22/2004 73 5-1/2" 0.450 3,790 4,420 4000 4.5 0.450 Average Strength (psi) 3,880 3 -Test Ave. (psi) Required Strength 3000 3000 28 1 Day Test Statistics Number of tests: 5 Low test: 3,787 Within -test standard deviation: 233.34 High test: 4,840 Batch -to -batch standard deviation: 466.62 Average test: 4,395 Within -test coefficient of variation: 5.31 Median test: 3,878 Standard deviation: 521.71 Average range: 263 Coefficient of variation: 11.87 Monday, November 22, 2004 Page I of I RECEIVED DEC - 6 2004 BUILDING DEPARTMENT MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: ti+ 4 • 91V4 CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: E3187 Issued on: 11-19-04 Permit # (s): Original: d❑ Revised: ❑ D04-128 Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 63 ° F Cloudy Concrete Stoneway 448659 4356 Sample Temp. (ASTM C1064) FIELD DATA (ASTM C31 and C172) Initial Storage I Entrained Air j Temp. (ASTM C31) (ASTM C231) I 73 ° F NR Water/ Cement Ratio: Design [ Slump (ASTM C143) i [Sample(s) Rec'd' ' Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Water Fly Ash Cement --Type I WRDA-64 0.450 5-1/2" 9-23-04 [Required Strength (fc):' [Placement Location and Notes j SET 2 (6) Drilled pier foundations in front of building (west canopies). Weight (per cu.yd) 1,917.0 lbs 1,468.0 lbs 225.0 lbs 100.0 lbs 400.0 lbs 30.0 Oz 4000 Psi @ 28 days Date Made Sample # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 9/22/2004 0091 75678 9/29/2004 7 69150 6x12 6.00 , 9/22/2004 0091 75679 10/20/2004 28 108590 6 x 12 6.01 9/22/2004 0091 75680 110/20/2004 28] 106260 6 x 12 6.01 28.27 28.37 28.37 2450 3830 t3750 L NA NA NA 9/22/2004 1 0091 75681 11/17/2004 56 127290 6 x 12 6.00 [ 28.27 1 4506-1 1 NA Remark: Mr Ted McDonald of ENW indicated on 10/21/04 that the 28 day strength of 3790 psi was adequate Inspector(s): Tom Cain Tested by: Mark McBride Reviewed by: / ' Al Timothy G. e erle, P.E. Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. * NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded RECEIVED DEC - 6 2004 BUILDING DEPARTMENT Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 Asw..pufFt'r, `It ¢, rt.. MAYES TESTING ENGINEERS, INC. September 17, 2004 Sabey Construction Ralph Hagler 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 RECEIVED SEP 2 1 2nnt, Re: DHS Regional Headquarters Permit # D03-129 VV MTE Project No. E3187 Concrete Summary Report: July 2003 through September 15, 2004 Z)03-- 122) ./03- I �� 1)01-1- oaco Dear Mr. Hagler, Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Please find attached the concrete summary reports for the DHS Regional Headquarters. Within the reports you will find copies of the concrete laboratory test reports including the field data and compressive strength test results. In addition, you will find the statistical analysis reports for each concrete mix utilized on the project where enough data is available. We are providing the reports to the distribution list noted below. We provide the Project Superintendent with the 7, 28, 56, and 90 -day reports and notify the engineer if a 7, 28, 56, or 90 -day test is low as they occur. Respectfully submitted, MAYES TESTING ENGINEERS, INC. Timothy G. ckerle, P.E. Branch Manager Attachments: Concrete Laboratory Reports Concrete Summary Reports for 07/01/03 — 09/15/04 CC: Theodore McDonald — Engineers Northwest Inc. Bob Fadden — Lance Mueller & Associates Dave Leng — Sabey Construction Building Official - City of Tukwila QC Department — Stoneway ar,Mit KYVI;#t+tv%"h++Pirttrr;'v;11 Tests and Statistics for Job Number: Analysis of Strength Data E3187 Job Name: DHS Regional Headquarters Permit Number(s): D03-075, D03-129, D04-026, 004-128, D03-099 Mix Number: i 5950-A Test Data From: 6/18/2004 To: 9/15/2004 Produced By: Stoneway Specimen size: 4 x 8 CYLINDER Sample Date Number i Made Sample jSlumpii W/C Average 3 -Test I !Required Temp(°F) I (inch); Ratio ;Strength (psi) • Ave. (psi) ! .Strength j 0058 5/21/2004 63 6-1/4" 0.371 5,620 5000 0058 5/25/2004 70 5-3/4" 0.340 7,280 4000 0062 6/4/2004 83 6-3/4" 0.418 6,140 6,350 5000 0063 6/11/2004 70 4" 0.352 6,580 6,670 5000 0064 6/11/2004 72 5" 0.349 6,120 6,280 5000 0065 6/16/2004 71 5-3/4" 0.363 6,330 6,340 5000 0066 6/21/2004 86 6-1/2" 0.324 5,980 6,140 5000 0067 6/23/2004 74 5-1/4" 0.367 5,980 6,100 5000 0068 6/25/2004 71 5-3/4" 0.379 5,810 5,920 5000 0069 6/30/2004 76 6-1/4" 0.350 5,850 5,880 5000 0070 6/30/2004 80 5-3/4" 0.347 6,640 6,100 5000 0071 7/1/2004 73 5-3/4" 0.354 7,000 6,500 5000 0074 7/19/2004 73 5-1/2" 0.379 6,500 6,720 4000 0076 7/30/2004 67 5-1/2" 0.036 5,250 6,250 3000 0077 8/2/2004 77 4-1/2" 0.379 6,180 5,980 5000 0077 8/3/2004 81 5-3/4" 0.356 5,340 5,590 4000 0082 8/6/2004 80 4-3/4" 0.349 5,790 5,770 3000 0083 8/10/2004 83 6-1/2" 0.379 7,280 6,140 5000 Friday, September 17, 2004 Page 1 of 2 Tests and Statistics for Job Number: [ E3187 Job Name: i DHS Regional Headquarters Permit Number(s): i D03-075, D03-129, D04-026, D04-128, D03-099 Sample Date Number :Made iSample Temp(7) Slump; i W/C ; ; Average . 3 -Test I :Required i (inch)! Ratio j !Strength (psi). Ave. (psi) i Strength 0085 8/13/2004 80 6" 0.379 7,220 6,760 5000 0086 8/19/2004 78 4-3/4" 0.379 5,900 6,800 5000 i 28 Day Test Statistics Number of tests: 20 Low test: 5,255 Within -test standard deviation: 242.23 High test: 7,284 Batch -to -batch standard deviation: 558.71 Average test: 6,240 Within -test coefficient of variation: 3.88 Median test: 6,132 Standard deviation: 608.96 Average range: 273 Coefficient of variation: 9.76 Friday, September 17, 2004 Page 2 of 2 Earth C,()nsUltanis, Inc. Cpolculnti!ill1:nt;in!r1S,c;(1)11/ iSP,RI. Vi!(nn!u•!uoI ntro,i, (i HP -al It tlnn •f! !,!!! IJ: ti WI it) • �VAI u > h IS1 x,c !it n ! ! t", lalrrttlishecl l97 August 25, 2003 E-2579-46 Sabey Corporation 12201 Tukwila International Boulevard Fourth Floor Seattle, Washington 98168-5121 Attention: Mr. David Leng Subject: Dear Mr. Leng: Final Letter Pile Foundations INS Seattle District Office Tukwila, Washington In accordance with your request, Earth Consultants, Inc. (ECI) provided geotechnical services during the installation of the augercast pile foundations. An ECI representative observed the pile installation between July 22, 2003, and August 15, 2003. The augercast piles were installed to the design depths; and the required pile embedment into the bearing strata was achieved. Bsaed on our observations, the augercast piles for the INS Office Buillding were installed in accordance with our geotechnical recommendatiion and the approved plans. We trust this information meets your current needs. If you have any questions, or if additional information is required, please call. Respectfully submitted, EARTH CONSULTANTS, INC. Raymond A. Coglas, P.E. Project Manager 1EXPI RFs RAC/csm cc: City of Tukwila Attention: Mr. Dave Larson I RECEIVED A►Ju 28 r:iJO3 BUILIANG DEPARTMENT 1805 136th Place N.E., Suite 201, Bellevue, WA 98005 Bellevue (425) 643-3780 FAX (425) 746-0860 Toll Fred (888) 739.6670 MAYES MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 27 Date: Weather: Inspection: TESTING ENGINEERS, INC. TNETI : i:NICZ.174;;.':.9:zP!...... E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 9/08/03 Overcast, showers R/S, R/C SEP 2 2 2003 0EVEL-Ul�i';ti Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Conducted re -steel inspection at PC23 located at grids C -D/3.5-4.5. After correcting some clearance issues at east and west modules (north face), remainder of re -steel placement appears to comply with approved plans and specifications. No exceptions noted. Witnessed placement of, tested and sampled 110 cubic yards Stoneway concrete mix #4356 placed via pump methods into above areas. Concrete was mechanically consolidated as specified. Cast one set of (4) 4x8" test cylinders with ambient air temperature of 58°F and sample temperature 74°F. Ten gallons of water was added to full 10 cubic yard load and slump measured at 5". No exceptions noted. Performed lab duties to include processing samples for curing and testing, and entered data into records. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Date: Weather: Inspection: 9/12/03 Clearing R/S, R/C INSPECTOR: Del Spicer Conducted re -steel inspection of grade beam/pile cap (2"d half) combinations from grids E.9/2-4, F/4-9 and E.9/9-11. After addressing some clearance issues. No exceptions noted to approved plans/specifications placement of re -steel. Contractor was unable to place concrete into locations above due to muddiness of site. Trucks were unable to reach the area to tailgate the concrete. Stoneway trucks were batched at 7:29a.m. (11 cubic yards), 7:32a.m. (11 cubic yards), 7:35a.m. (10 cubic yards) and 7:37a.m. (10 cubic yards), Continued on page REVIEWED BY: ark • . c - usha, P E. cc: Bldg Dept -City o ukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. VI? r. 'r -.' i+% � d'kf MHS;t7iRx„'2',�;ua'iaiV,i�S�a1i+1ML$ ; .K^i!..:r ,cast a'y eri t..+r.04,43'a8W,9iM1.4.4....M/ uvr,u; rek, ,94.. a«s<` MAYES MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 28 TESTING ENGINEERS, INC. :Ii+a s'".''c'aintiS n::lU"tip:.... E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Continued from page 27 with trucks arriving within minutes for an 8 a.m. scheduled start time. Pile caps at grids A/11, A/10.75, A/10, A/5, A/2, A/2.25 and A/3 were made ready by ironworkers/carpenters to receive concrete already on site. After inspection of these locations, concrete placement began at approximately 9:10a.m. with truck #435 (first 11 cubic yard load). After most of the load was discharged into PC2 at N10.75 and PC4 at A/11, Tukwila Building Department official James Dunaway stopped concrete placement due to age of concrete exceeding 90 minutes. After a conference with Rich Gardner (Sabey superintendent), Dave Larsen (Tukwila building official), and Ted McDonald, engineer of record, it was determined that all trucks exceeding 90 minutes of age would be sampled and time parameters would be established by the engineer of record. (Note: Time, temperature and slump of each load were being monitored at time of placement stoppage.) Placement proceeded with each truck sampled (truck #435, ticket #347242, had already completed discharge prior to instructions by City of Tukwila building officials). Truck #436 (11 cubic yards, air temperature 58°F, sample temp 75°F, slump 4-1/2", placed into PC4 at A/11 and PC2 at A/10; truck #341 (10 cubic yards) air temp 60°F, sample temp 79°F, slump 3-1/2" placed into PC2 at A/5; and truck #408 (10 cubic yards) air temp 61°F, sample temp 82°F, slump 3-3/4" placed into PC4 at A/2. A total of three sets of (4) 4x8" test cylinders was cast at 42 cubic yard. Mix was mechanically consolidated as specified. (Note: truck #435 discharged into PC2 at A/10.75 and PC4 at A/11.) No additional exceptions noted. Performed lab duties to include retrieving samples to be tested, testing scheduled cylinders and documenting test results. Also prepared equipment/testing materials for future field use. The City of Tukwila Building Department is to be notified of 7 -day test results from today's concrete placement. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: ark�. lusha, P.E. INSPECTOR: Del Spicer cc: Bldg Dept -City oTukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: Issued on: Original: 0 Revised: E3187 Permit # (s): 11-4-03 D03-129 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 58 °F Partly Cloudy Concrete Stoneway 347249 4356 ': Sample Temp. 1' (ASTM C1064) 75°F Slump [(ASTM C143) 4.5" Water / Cement Ratio: 0.450 FIELD DATA (ASTM C31 and C172) Entrained Air (ASTM C231) 0% !Date Received 9-15-03 ;Placement Location and Notes: Design IMix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water W RDA -64 Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,917.CIbs 1,468.CIbs 400.0 lbs 100.0 lbs 225.0 lbs 30.0 Oz [Design Strength (Pc): - 3000 at 28 days Pile Caps @ grids A/11, A/10. Set #1 of 3. Sampled at 22 yds of 42 yds placed. COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Made Sample # Lab # Date Tested 9/12/2003 9/12/2003 I. 9/12/2003 9/12/2003 Remark: 0004-1 0004-1 0004-1 0004-1 FC - Field Cure 0034 0035 , 0036 0037 9/19/2003 10/10/2003 10/10/2003 10/10/2003 e ge (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) 7 P 41695 1 4 x 8 j 12.57 1 ; 3320 28 L 56530 1 I 4 x 8 ; 4.03 j 12.76 j i 4430 28 L56925 12.76 ; ' 4460 28 F56485 4 x 8 1 14.0 J 12.76 i 4430 Inspector(s): Del Spicer Tested by: Mark McBride 4x8 Reviewed by: 4.00 4.03 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. • MAYES TESTING ENGINEERS, INC Project : Client: Contractor CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters Sabey Corporation Sabey Construction Project No: E3187 Permit # (s): Issued on: 11-4-03 D03-129 Original: ❑�/ Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 60 ° F Partly Cloudy Concrete Stoneway 347250 4356 FIELD DATA (ASTM C31 and C172) Sample Temp. (ASTM C1064) ! Slump I (ASTM C143) ; Entrained Air 1 (ASTM C231) 79°F [Water / Cement Ratio: I 0.450 3.5" 0 % Date Received i 9-15-03 Placement Location and Notes: Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Design I Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,917.CIbs Fine Aggregate 1,468.CIbs Cement --Type 1 400.0 lbs Fly Ash 100.0 lbs Water 225.0 lbs W RDA -64 30.0 Oz _Design Strength (fc): 1 3000 at 28 days Pile cap at grids A/5, A/3. Set #2 of 3. Sampled @ 32 yds of 42 yds placed. Date Made Sample # 9/12/2003 0004-2 L9/12/2003 1 0004-2 [ 9/12/2003 IF 0004-2 F0004-2 9/12/2003 Remark: FC - Field Cure Lab # 0038 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 9/19/2003 0039 ( 110/10/2003 0040 0041 110/10/2003 10/10/2003 Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) --7 1 38255 4x8 4.00 281 x54150 1 1 4x8 I 28 j 1 28 56815 j [ 4x8 55810• Inspectors): Del Spicer Tested by: Mark McBride 4x8 4.03 5.03 4.03 Reviewed by: 12.57.i 1 3040 12.76 ! 4250 12.76 1 ! 4450 12.76 ; 1 4380 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. m MAYES TESTING ENGINEERS, INC VAC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 11-4-03 D03-129 Original: Revised: ❑ Air Temperature: 61 ° F Weather: Product: Supplier: Ticket Number : MixDesign ID : Partly Cloudy Concrete Stoneway 347256 4356 Sample Temp. Slump (ASTM C1064) L(ASTM C143) 82 ° F 3.75 !Water/ Cement Ratio: 0.450 Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 FIELD DATA (ASTM C31 and C172) Design ( Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,917.C1bs Fine Aggregate 1,468.CIbs Cement --Type I 400.0 lbs Fly Ash 100.0 lbs 225.0 lbs 30.0 Oz Entrained Air (ASTM C231) Date Received 0% 9-15-03 Water WRDA-64 Design Strength (Pc): placement Location and Notes: 1 Pile cap at grids A/2. Set #3 of 3. Sampled at 38yds of 42 yds placed. 3000 at 28 days Date Made Sample # Lab # 9/12/2003 0004-3 ! 0042 9/12/20031 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 4ge (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) 9/19/2003 7 ' I 36025 1 0004-3 ; 0043 i ! 10/10/2003 ! 28 9/12/2003 0004-3 9/12/2003 _I Remark: 0004-3 FC - Field Cure 0044 53890 ! 4x8 1 4x8 10/10/20031 , 28 1; 54025 1 1 4 x 8 0045 t 110/10/2003 28 1 51215 Inspector(s): Del Spicer Tested by: Mark McBride 4x8 Reviewed by: 4.001 1 12.57 ! ( 2870 4.03 1 12.76 j j 4220 4.03 4.03 12.76 j i 4240 12.76 4020 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. 114 'i.4:t3"�i9#?S rtes+: to EN\V ENGINEERS NORTHWEST, INC. P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 September 12, 2003 CITY OF TUKWILA 6300 Southcenter Boulevard; Suite 100 Tukwila, WA 98180 ATTN: Dave Larson RE: Department of Homeland Security Mr. Larson: RE CE1VEl SEP 16 2003 COiNLIUNrrY DEVELOPMENT Per our phone conversation this morning, I understand concrete which had been in the trucks for more than 2 hours was placed at the pile caps. I find this is acceptable, provided the inspector from Mayes Testing examines each truck, and is satisfied the concrete is suitable for placing, and it reaches the required strength. If you have any questions, please call. Sincerely, ENGINEERS NORTHWEST, INC., P.S. Theodore D. McDonald, P.E. Senior Project Engineer TM:tn ENW Project No. 02110000 .��:.:, � � ., •::1+a11'sFi..�aYJ'uvi'..�4iii.ti.i.14.+�:�+�✓�.=++ EXPIRES 8,28/09 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 32 Date: Weather: Inspection: E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 9/18/03 Overcast R/S, R/C SEI) rj 6 2003 c r;:si tR. Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Arrived on site as requested for re -steel and concrete placement inspections. MTE was informed that concrete placement has been re -scheduled from shear walls at 7:30a.m. to grade beam and pile caps at 12:30p.m. Performed laboratory duties to include retrieving test cylinders from the field that were cast yesterday. Logged samples into on-site computer database and introduced samples into water bath cure tanks. Inspected re -steel prior to placing concrete for grade beam and top portions of pile caps on 11 line from A to E.8. Re -steel is found placed per project plans and approved revisions. Contractor placed 41 cubic yards Stoneway concrete mix #4356 (3000 psi requirement) by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. Reviewed plans and RFIs to become familiar with the project. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: alusha, P.E. INSPECTOR: Mark McBride cc: Bldg Dept -City ukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC Project : DHS Regional Headquarters Client: Sabey Corporation Client Address: 12201 Tukwila International Blvd Fourth Floor Seattle, WA 98168-5121 Contractor: Sabey Construction Project No: E3187 Issued on: 9-22-03 Permit # (s): Original: Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 76 ° F 64 ° F Overcast Concrete Stonewav 341021 4356 FIELD DATA (ASTM C31 and C172) Design I Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,917.0 lbs Fine Aggregate 1,468.0 lbs Water 225.0 lbs Fly Ash 100.0 lbs Cement --Type I & II 400.0 lbs WRDA-64 30.0 Oz Slump (ASTM C143) 11E= IWater / Cement Ratio: 0.450 4.5 Date Receive 8-23-03 !Design Strength (Pc): 3000 Psi @ 28 days [Placement Location and Notes 1 Pile caps @ grids E/2, E/3, E/4, E/5, E/6, E/7, E/8, E/9, E/10. Sampled at 71 cubic yards of 143 cubic yards. Water added onsite = 5 gals. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code [ 8/22/2003 1 0055 155319 8/29/2003 7 [ 39160 4 x 8 14.04 1 12.82 ] [ 3050 1 1 " 8/22/2003 T 0055 55320 9/19/2003 ! 28 [ 48290 J 4 x 8 14.03 L12.76 � _ 3790 j L 1* r8/22/2003 1 0055 155321 9/19/2003 [-28 l[ 511.50 4 x 8 14.03 F12.76 r aoiof L8/22/2003 0055 55322 19/19/2003 1_ 28 ][ 48940 1 4 x 8 114.0311. 12.76 38401 L__ j " Remark: Inspector(s): Del Spicer Tested by: Chris Pratt Reviewed by: Michael S. Dolder, P.E. Technical Director NOTES: Failure descriptions for samples tested with neoprene pads are not reported. " S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7-0 0017 , 4x8 , MAYES TESTING ENGINEERS, INC • ,Lex 0/6/9 Everett Office 917-13401 Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 10-1-03 D03-129 , u.k 4.41. /;- Original: 0 Revised: 0 Air Temperature: 58 °F Weather: Overcast Product: Concrete Supplier: Stoneway Ticket Number : 345426 MixDesign ID : 4356 Sample Temp. (ASTM C1064) 74° F Slump (ASTM C143) 5" FIELD DATA (ASTM C31 and C172) Design I Mix Proportions: Entrained Air (ASTM C231) Date Received 9-9-03 [Placement Location and Notes: j PC23 @ grids C -D/3.5 - 4.5. Sampled @ 41 yds of 110 yds placed. 0% i [Design Strength (fc): 3000 at 28 days Date Made Sample # 9/8/2003 1 9/8/2003 1 9/8/2003 9/8/2003 Remark: 0003 l 0003 0003 0003 FC - Field Cure Lab # 0018 0019 0020 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested Age (days Load (lbs) 9/15/2003 10/6/2003 10/6/2003 10/6/2003 7 28 28 28 , 36475 Size (in) 4x8 4x8 4x8 Dia (in) Surface Area Strength (psi) 4.001 12.57 2900 Inspector(s): Del Spicer Tested by: Del Spicer Reviewed by: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. 1 MAYE$ TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 10-1-03 D03-129 Original: 0 Revised: 0 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 58 ° F Partly Cloudy Concrete Stoneway 347249 4356 Sample Temp. (ASTM C 1064) 75°F Slump (ASTM C143) Water / Cement Ratio: 0.450 FIELD DATA (ASTM C31 and C172) ; Design Mix Proportions: Entrained Air (ASTM C231) [Date Received 9-15-03 0% Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 Everett Office 917 -134th Street SW Suite X41 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,917.CIbs 1,468.Clbs 400.0 lbs 100.0 lbs 225.0 lbs 30.0 Oz [Design Strength (Pc): 3000 at 28 days [Placement Location and Notes: Pile Caps @ grids A/11, A/10. Set #] of 3. Sampled at 22 yds of 42 yds placed. Date Made Sample # 9/12/2003 9/12/2003 9/12/2003 9/12/2003 Remark: 0004-1 0004-1 0004-1 0004-1 FC - Field Cure Lab # 0034 0035 0036 0037 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 4ge (day) Load (lbs) 9/19/2003 10/10/2003 10/10/2003 10/10/2003 7 28 28 28 41695 Inspector(s): Del Spicer Tested by: Mark McBride Size (in) 4x8 4x8 �x� 4x8 Reviewed by: Dia (in) Surface Area L12.57 4.00 Strength (psi) 3320 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 10-1-03 D03-129 Original: El Revised: El Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 67 ° F Partly Cloudy Concrete Stoneway 348132 4356 FIELD DATA (ASTM C31 and C172) Sample Temp. Slump Entrained Air (ASTM C1064)I (ASTM C143) (ASTM C231) 74°F 5" 0% Date Received 9-16-03 'Placement Location and Notes: j Grade beam/pile cap combinations @ grids E.9/2-4, grids F/4-9, grids E.9/9-11, pile caps @ grids A/8, A/7, A/6, A/5.5. Sampled @ 50 yds of 108 yds placed. Design Mix Proportions: Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Design Strength (t'c): ` 3000 at 28 days Date Made Sample # L 9/15/2003 9/15/2003 J 9/15/2003 9/15/2003 Remark: 0005 0005 0005 0005 FC - Field Cure lab # 0051 0052 0053 0054 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 4ge (day) Load (lbs) 9/22/2003 10/13/2003 10/13/2003 10/13/2003 7 28 28 39250 28 Size (in) 4x8 4x8 4x8 L4x8 Dia (in) Surface Area Strength (psi) 4.00 12.57 3120 J Inspector(s): Del Spicer Tested by: Mark McBride Reviewed by: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. a,r..;'V 0 l°'�' `fit tt1W:14a.o4A: \ 1 MAYES TESTING ENGINEERS? INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 10-1-03 D03-129 Original: 0 Revised: ❑ Air Temperature: 62 ° F Weather: Product: Supplier: Ticket Number MixDesign ID : Sample Temp. (ASTM C1 064) 78°F Partly Cloudy Concrete Stoneway : 348890 4356 Slump (ASTM C143) 4.5" 1 FIELD DATA (ASTM C31 and C172) Design Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 Entrained Air (ASTM C231) 1 [Water / Cement Ratio: 1 [Date Received 9-18-03 0.450 0% Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,917.C1bs 1,468.CIbs 400.0 lbs 100.0 lbs 225.0 lbs 30.0 Oz [Design Strength (ft): 3000 at 28 days [Placement Location and Notes:mmmmmmu j PC2 @ grids A/2.75, pile pourbacks at piles A19, A22, A26, A27, A28, S2, S3, S4, S5. Sampled @ 10 yds of 1 6yds placed. Date Made Sample # x9/17/2003 9/17/2003 9/17/2003 9/17/2003 Remark: 0006 0006 0006 ] 0006 FC - Field Cure Lab # 0055 0056 1 0057 0058 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested Age (day) Load (lbs) 9/24/2003 10/15/2003 10/15/2003 10/15/2003 7 28 , 28 28 34550 Inspector(s): Del Spicer Tested by: Mark McBride Size (in) 4x8 4x8 4x8 4x8 Reviewed by: Dia (in) Surface Area 4.02 12.69 Strength (psi) 2720 information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MAYES TESTING ENGINEERS, INC s'Ag rayl,04,1M .,Older Project : Client: Contractor CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters Sabey Corporation Sabey Construction Project No: E3187 Permit # (s): Issued on: 10-1-03 D03-129 Original: 1] Revised: ❑ Air Temperature: 66 ° F Weather: Overcast Product: Concrete Supplier: Ticket Number : MixDesign ID : Stoneway 349449 4356 Sample Temp. Slump (ASTM C1064) [(ASTM C143) FIELD DATA (ASTM C31 and C172) 1 Actual Mix Proportions: Entrained Air (ASTM C231) 72°F 3.0" Water / Cement Ratio: 0.418 [Date Received 9-19-03 [Placement Location and Notes: Grade beam and top portions of pile caps on 11 line from A to E.8. Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 Everett Office 917-1341h Street SW Suite A;1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,921.CIbs 1,468.CIbs 403.0 lbs 102.0 lbs 211.0 lbs 30.0 Oz Design Strength (Pc): 3000 at 28 days Date Made Sample # 9/18/2003 9/18/2003 9/18/20031 9/18/2003 Remark: 0011 0011 0011 FC - Field Cure 0011 1 Lab # 0060 0061 0062 0063 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 4ge (day) Load (lbs) 9/25/2003 10/16/2003 10/16/2003 10/16/2003 , 7 28 28 J 28 45360 Inspector(s): Mark McBride Tested by: Mark McBride Size (in) 4x8 4x8 4x8 4x8 Reviewed by: Dia (in) Surface Area 4.00 12.59 Strength (psi) 3600 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. maissisaireir 1 MAYES TESTING ENGINEERS, INC .''•'t l� CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 10-1-03 D03-129 Original: F1 Revised: ❑ Air Temperature: 63 ° F Weather: Product: Supplier: Ticket Number MixDesign ID : Sample Temp. (ASTM C1064) 74°F Occasional Showers Concrete Stoneway 349937 4356 Slump (ASTM C143) 2.75" Water / Cement Ratio: 0.424 FIELD DATA (ASTM C31 and C172) ! Entrained Air (ASTM C231) (Date Received' 9-20-03 Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Actual I Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,917.CIbs Fine Aggregate 1,462.CIbs Cement --Type I 404.0 lbs Fly Ash 101.0 Ibs Water 214.0 Ibs WRDA-64 30.0 Oz [Design Strength (t'c): 3000 at 28 days [Placement Location and Notes: ; Grade beam and top portions of pile caps on 2 line from A to E.8. Date Made Sample # 9/19/2003 9/19/2003 9/19/2003 9/19/2003 Remark: 0012 L 0012 L 0012 0012 FC - Field Cure Lab # 0064 0065 0066 0067 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 4ge (day) Load (Ibs) 9/26/2003 10/17/2003 10/17/2003 10/17/2003 7 28 28 28 46095 r Inspector(s): Mark McBride Tested by: Mark McBride Size (in) 4x8 4x8 4x8 4x8 Reviewed by: Dia (in) Surface Area 4.03 12.76 Strength (psi) L3610 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. • 1 MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 -Permit # (s): Issued on: 10-1-03 D03-128 Original: 0 Revised: El Air Temperature: 63 ° F Weather: Clear Product: Concrete Supplier: Stoneway Ticket Number : 350556 MixDesign ID : 5950-a Sample Temp. (ASTM C1064) 75°F Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 FIELD DATA (ASTM C31 and C172) I Actual J Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,955.CIbs Fine Aggregate 1,239.CIbs Cement --Type I 547.0 lbs Fly Ash 112.0 lbs Slump11{ Entrained Air I Water 252.0 lbs (ASTM C143) (ASTM C231) WRDA-64 26.5 Oz 6.75" % ADVA 13.0 Oz [Water / Cement Ratio: [Date Received L 9-23-03 0.382 [Placement Location and Notes: Columns from the foundation to level P-2 at grids B/10, C/10.2, D/10.2, E/10.2,13/9, E/9, E/8 and D/8. Sampled at 6 of 12 cubic yards. Design Strength (Pc): ` 5000 at 28 days Date Made Sample # 9/22/2003 9/22/2003 9/22/2003 9/22/2003 Remark: 0013 0013 0013 0013 FC - Field Cure Lab # 0068 0069 0070 0071 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 4ge (day) Load (lbs) 9/29/2003 10/20/2003 10/20/2003 10/20/2003 7 28 28 28 L Inspector(s): Mark McBride Tested by: Size (in) 4x8 4x8 4x8 4x8 Reviewed by: Dia (in) Surface Area Strength (psi) Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MAYES TESTING ENGINEERS, INC ,..r.:r�.,tr,� rc fief' :'(n• Project : DHS Regional Headquarters Client: Sabey Corporation Client Address: 12201 Tukwila International Blvd Fourth Floor Seattle, WA 98168-5121 Contractor: Sabey Construction Project No: Issued on: Permit # (s): Original: ❑Q Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 E3187 9-26-03 D03-129 u Kw /(A Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 78°F 65 ° F Clear Concrete Stonewav 342966 4356 Slump (ASTM C143) 3" FIELD DATA (ASTM C31 and C172) Design Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Water Fly Ash Cement—Type I & II WRDA-64 [Entrained Air (ASTM C231) [Water / Cement Ratio: [Date Receive 0.450 8-29-03 [Placement Location and Notes 1 Weight (per cu.yd) 1,875.0 lbs 1,485.0 lbs 225.0 lbs 100.0 lbs 400.0 lbs 30.0 Oz [Design Strength (Pc): 3000 psi @ 28 days Pile caps at grids B/11, C/11,13/11, E/11, B/10, C/10, D/10, B/9, B/8, C/8 and D/8. Sampled at 50 cubic yards of 148 cubic yards placed. 24 gallons water added on site. Date Made Sample # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (lbs) Size (in) [ 8/28/2003 F 0056 8/28/2003 0056 55625 55626 9/4/2003 9/25/2003 7 43530 28 [8/28/2003 0056 8/28/2003 Remark: 0056 55627 9/25/2003 55628 9/25/2003 28 28 4x8 63020 4x8 [62030 4x8 60130 4x8 Dia (in) Surface Area Strength (psi) Failure Code 4.03 4.03 4.03 4.03 Inspector(s): Del Spicer Tested by: Chris Pratt 12.76 12.76 12.76 12.76 Reviewed by: 3410 1 4940—] 4860 4710 Michael S. Dolder, P.E. Technical Director NOTES: Failure descriptions for samples tested with neoprene pads are not reported. S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7-0 t •:ii°7+i.,...:tr.. r;1'".f,31J;.ti.i�ir,�1 �,,.-.a 1:✓. VW' „F4`' MAYES TESTING ENGINEERS, INC. • ..'r `. _.%l r•l': ;'x. /Ifi:. .i'91rt�S��'f."i�.iw:�i.... MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 33 Date: Weather: Inspection: E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA 003-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 9/19/03 Occasional light rain R/S, R/C, lab Everett Office 917.1341h Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253,584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Inspected re -steel prior to contractor closing forms for columns from the foundation to Level P2 at grids B/3, 4, 5, 8, 9, 10; C/2.8, 8, 10.2; D/2.8, 8, 10.2; E/2.8, 4, 5, 6, 7, 8, 9, 10.2; and E.9/4, 5, 8, 9. Re -steel is placed per column schedule and details on S4.1 after some tie adjustments. Okay to close forms. Inspected re -steel prior to contractor placing concrete for grade beam and top portions of pile caps on 2 -line from E.8 -A. Re -steel is placed per details on S2.1 and elevation on S5.1. Contractor placed 40 cubic yards of Stoneway concrete mix #4356 (3000 psi required) by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. Performed laboratory duties to include retrieving samples from the field, logging reports into on- site computer database, introducing samples into cure tanks and testing samples scheduled to be tested on this date. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Date: Weather: Inspection: 9/20/03 Clouds, fog, clearing Lab INSPECTOR: Mark McBride Performed lab duties as required, which includes retrieving test cylinders from the field cast on 9/19/03, logging samples and reports into on-site computer database, labeling samples and introducing them into water bath cure tanks. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: usha, P.E. INSPECTOR: Mark McBride cc: Bldg Dept -City of T kwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 34 Date: Weather: Inspection: E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA 003-128 / 003-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 9/22/03 Clear R/C, R/S, Lab Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 tax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed rebar inspections prior to closing forms for shear walls from the foundation to Level P2 on grids 4/C -D, C/3.5-4.5 and D/3.5-4.5. Rebar is placed per elevations on S5.2, S5.4, S5.5 and boundary element details. Okay to close forms. A final clearance inspection is required prior to concrete placement. Inspected rebar for final clearances prior to placing concrete for shear walls from the foundation to Level P2 at grid lines 9/C -D, C/9-9.5, D/9-9.5, and columns from the foundation to Level P2 at grids B/10, C/10.2, D/10.2, E/10.2, E/9, B/9, E/8 and D/8. Clearances are found acceptable. Contractor placed 42 cubic yards Stoneway concrete mix #4356-a (4000 psi requirement) at the shear walls and 12 cubic yards Stoneway concrete mix #5950-a (5000 psi requirement) at the columns. Concrete was placed by pump and mechanically consolidated. One sample of each concrete mix classification was taken and four test cylinders were cast from each. Performed laboratory duties, which include testing cylinders scheduled to be tested on this date and logging test data and reports into the onsite computer database. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: ark A. alusha, P.E. INSPECTOR: Mark McBride cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDon. d -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. Ott MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 35 Date: Weather: Inspection: E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 9/23/03 Clear Lab, R/S Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Arrived on site as requested to begin full time site inspections. The closing of forms for shear walls at stair #2 continues from the foundation to Level P2. Stair embeds are in place as required. Ironworkers are placing rebar for Level P3 walls on E.9 and F lines from approximate grids 8 to 11. Only the outside curtains are being placed at this time. Rebar is being installed per elevation details on S5.5 and S5.6. Performed laboratory duties to include retrieving samples from the field cast on 9/22/03, logging samples and reports into the onsite computer database, and introducing samples into water bath cure tanks. Prepared molds and testing equipment for future use. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: 1 rk IGalusha, P.E. a INSPECTOR: Mark McBride cc: Bldg Dept -City • Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDo bld-Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 36 Date: Weather: Inspection: E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 9/24/03 Clear R/C, R/S, lab Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Inspected rebar for a final inspection prior to placing concrete for Level P3 columns at grids B/8, C/8, E.9/8, E/7, E/6, E/5, E.9/5, E/4, and the bottom portion of pile cap at grids A/4. After some clearance adjustments, rebar is found placed per plan details and schedules. The contractor placed 18 cubic yards of Stoneway concrete mix #5950-a (5000 psi required) at these locations by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. Performed laboratory duties to include testing samples scheduled to be tested and logging test results and reports into the onsite computer database. Ironworkers continue placing rebar for walls on F -line and 11 -line. Both outside and inside curtains are being placed per elevation detail on S5.6 and detail J/S3.1. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY. alusha, P.E. INSPECTOR: Mark McBride cc: Bldg Dept -City o ukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. lvtt MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 37 Date: Weather: Inspection: E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 9/25/03 Clear R/C, R/S, lab Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Inspected re -steel for a final clearance inspection prior to placing 56 cubic yards Stoneway concrete mix #4356-a (4000 psi requirement) for Level P3 shearwalls at stair #2. After some adjustments, clearances were found acceptable. Concrete was placed by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. Performed laboratory duties to include retrieving testing samples from the field that were cast on 9/24/03, introducing samples into water bath cure tanks, testing samples scheduled to be tested this date, and logging test results and reports into the onsite computer database. Inspected rebar prior to closing forms for Level P3 wall and pilasters on E.9 line from grids 9 to 11 and Level P3 columns at grids B/6 and B/7. Rebar is placed per shearwall elevations, column schedule and plan details. Splice dowels for inside curtain at floor level per detail J/S3.1 will be installed from the top after form closure of wall. Okay to close forms. A final rebar and clearance inspection is required prior to placing concrete. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED B • Mark ' Galusha, P.E. INSPECTOR: Mark McBride cc: Bldg Dept -City Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. t aL:'C#irriAc'"•i"iso'tita44'�,aja''t�r.:,.Fit;`:`. ..�n'�.c:• MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 38 Date: Weather: Inspection: E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 9/26/03 Clear R/C, R/S, lab Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Offke 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Inspected rebar for a final clearance inspection prior to concrete placement for Level P3 columns at grids B/3, B/4, B/5, B/6, B/7, C/2.8, D/2.8 and E/2.8. After some adjustments, clearances are found acceptable. Okay to place concrete. Contractor placed 15 cubic yards Stoneway concrete mix #5950-a (5000 psi requirement) at these locations by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. Performed laboratory duties to include retrieving testing samples from the field cast on 9/25/03, introducing samples into water bath cure tanks, testing samples scheduled for testing on this date, and logging test results and reports into the onsite computer database. Inspected rebar prior to closing forms for Level P3 wall and pilasters on F -line from grids 7 to 9. Rebar is placed per shear wall elevations and plan details. Splice dowels for inside curtain at floor level per detail J/S3.1 will be installed from the top after form closure. Okay to close forms. A final rebar and clearance inspection is required prior to concrete placement. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Date: Weather: Inspection: 9/27/03 Clear Lab INSPECTOR: Mark McBride Performed laboratory duties to include retrieving testing cylinders from the field cast on 9/26/03, logging samples and reports into the onsite computer database and introducing test cylinders into water bath cure tanks. To the best of our knowledge, items in pected this date are in accordance with approved plans and specifications. REVIEWED BY: ��a • .,alusha, P.E. 11 cc: BldgDept-City o ukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. INSPECTOR: Mark McBride '£� w"A-1',n!P.,vwS.rrkk0!,7lw.-it.£:"yr:.<<frN..w;:grlr.t:S9C'!rV,,'t^.A:!wtC*F1t!r'c'S:v.Stle�ar,;ry'i,twt »... �� .A.rr. r -r wi r.r. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 39 Date: Weather: Inspection: E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 9/29/03 Mostly cloudy Lab, epoxy, R/C, rebar Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed lab duties to include testing samples scheduled to be tested on this date and logging test results and reports into onsite computer database. Inspected rebar prior to placing concrete for bottom portion of pile cap at grids N9. Rebar is placed per plan details and column schedule. Contractor placed 5 cubic yards of Stoneway concrete mix #4356 (3000 psi) by truck chutes and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. Observed the installation of #10 rebar dowels into the bottom portion of grade beam for boundary element misplacement at approximate grids 6/C.3 per RFI #059. Holes were drilled for 15" of embedment and cleaned with brush and compressed air prior to installing dowels using Hilti HIT HY-150 adhesive. Inspected rebar prior to form closure of Level P3 shear walls on grids C and D from 5.4 to 7. Rebar is placed per elevations on S5.4 and S5.5. Okay to begin form closure. A final inspection of slab dowels and clearances is required prior to placing concrete. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: t' ,A,./.. , ‘..4. Mark A. Galusha, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. slues :.x c MAYES TESTING ENGINEERS, INC. H.1 ♦ I`v{jl�'p, kfl+1Al:Lf•f L>: .. .., ' MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 40 Date: Weather: Inspection: E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) *;;CD Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 9/30/03 Mostly cloudy Lab, rebar Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties to include retrieving test samples from the field cast on 9/29/03, logging samples and reports into the onsite computer database, and introducing samples into water bath cure tanks. Inspected rebar prior to form closure of Level P3 shear walls on grid 11/A -D. Rebar is placed per elevation on S5.1. Okay to begin form closure. A final inspection of slab dowels and clearances is required prior to placing concrete. Inside curtain dowels at the floor line will be installed and inspected after form closure from the top. Inspected re -steel for a final inspection for Level P3 perimeter walls on E.9 and F lines from 6.8 to 11, and on 11 line from E.8 to E.9. Re -steel is found placed per plan elevations, details and approved revisions. Okay to place concrete scheduled for 10/1/03. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Date: Weather: Inspection: 10/01/03 Mostly cloudy Lab, R/C INSPECTOR: Mark McBride Performed laboratory duties to include testing samples scheduled to be tested on this date and logging test results and reports into the onsite computer database. Monitored the placement of 80 cubic yards of Stoneway concrete mix #4356-a (4000 psi requirement) at Level P3 shear walls and pilasters on E.9 and F lines from 6.8 to 11, and on 11 line from E.8 to E.9, and grade beams on E line from 9 to 11, 10.2 line from C to D, D line from 9 Continued on page 41 REVIEWED BY: alusha, P.E. cc: Bldg Dept -City • Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDo ald-Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. -014 J7F?4YWt; . hfiT.5L11tt++ti�sSAJ.'Hl1Jw:Y1Y;M�.+wl. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 41 E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction Continued from page 40 Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 to 11, and angled grade beam from grids 10.2E to 10/E.9. Concrete was placed by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. Re -steel was inspected prior to placing concrete for grade beams and found to be per details C- 2.1 and C-2.1 A. Walls and pilasters previously approved for placement. Please note that 4000 - psi concrete had been approved by the engineer of record for placement of columns with perimeter walls (pilasters) up to the grade where walls terminate and columns continue. However, it was noted weeks prior that the lap lengths of column dowels from the pile caps are detailed and fabricated to meet the required lap using 5000 psi concrete (71"). The lap length using 4000 psi concrete is 79". This was discussed with Rich, Sabey superintendent, when noted. Rich stated that 5000 psi concrete would be used to accommodate the lap splice lengths of the pilaster dowels. Sabey's subcontractor, GBC, states that it was not conveyed to them about the use of 5000 psi concrete. The engineer of record should review the lap provided of pilaster dowels and the strength of the concrete used. Inspected rebar prior to placing concrete for grade beam and top portion of pile caps on A line from 2 to 11. Rebar is placed per plans (please note that dowels for retaining wall footings are intentionally left out, and the contractor will seek epoxy doweling approval from the engineer of record when the time comes to form and place these retaining wall footings). Contractor placed 86 cubic yards of Stoneway concrete mix #4356 (3000 psi requirement) by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. Please note that the #10 column dowels partially cast in the lower portions of pile caps at grids A/3, 5, 6, 7, 8 and 10 have been bent to an angle in order to get the dowels within columns due to misplaced template when placing the lower portions of pile caps. The bars will then be bent back straight prior to placing rebar cages for Level P3 columns. The cold field bending of #10 bars should be reviewed by the engineer of record. This was discussed with Doug, Sabey assistant superintendent. Preliminary inspection REVIEWED BY: �j i/� .... raw a'r A. 'a�lusha, P.E. INSPECTOR: Mark McBride cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. cwm.f:y..vrt. :nuc+zrya;:4;•;j MAYES TESTING ENGINEERS, INC. MiXiMITEMEMBEMZEIGNXIVAlall-WnnUa.l.VC '1 MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 42 Date: Weather: Inspection: E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 10/02/03 Overcast Lab Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 tax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E•2 Tacoma, WA 98499 ph 253.584.3720 tax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties to include testing samples scheduled to be tested on this date retrieving test samples from the field cast on 10/1/03, logging samples, test results and reports into the onsite computer database and introducing samples into water bath cure tanks. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: f ark A.,G: lusha, P.E. INSPECTOR: Mark McBride. cc: Bldg Dept -City o Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. a�..inH`.s..'tf�1'n{:ir„}�i�i+rrr.'•`... .::i.'�- ' MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 43 Date: Weather: Inspection: E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 10/03/03 Partly cloudy Lab, R/C Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 tax 503.281.7579 Performed laboratory duties to include testing samples scheduled to be tested on this date and logging test results and reports into the onsite computer database. Inspected rebar for a final inspection prior to concrete placement at the following locations: • Level P3 main elevator core shear walls • Grade beams on 9 -line from A to B and D to E.9; 10 line from A to B; 10.2 line from C to D; 4 line from B to C and D to E.9; 2.8 line from C to E; B line from 2 to 3 and 9 to 11; C line from 2 to 4 and 10.2 to 11; D line from 2 to 4; and E line from 2 to 4 • Angled grade beams from grid points 10/B to 10.2/C, 2.8/E to 3/E.9 and 2.8/C to 3/B After several clearance adjustments, okay to place concrete. Please note that all walls and grade beams stemming from the main elevator core shear walls will have the rebar dowels drilled and epoxied. Contractor placed 201 cubic yards Stoneway concrete mix #4356-a (4000 psi required) at above locations by pump and consolidated mechanically. Two samples of concrete were taken and four test cylinders were cast from each. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED B INSPECTOR: Mark McBride cc: Bldg Dept -Cit of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore Mc'onald-Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 44 Date: Weather: Inspection: E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 10/04/03 Cloudy Lab Everett Office 917 -134th Street SW Suite A•1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties to include retrieving test cylinders from the field cast on 10/3/03, logging samples and reports into the onsite computer database and introducing samples into water bath cure tanks. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: dark Galusha, P.E. INSPECTOR: Mark McBride cc: Bldg Dept -City o ukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. :�...... �7ozruw ,ern ,wr„ane wcrr.,rxr MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 45 Date: Weather: Inspection: E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 10/06/03 Cloudy Lab, R/C Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E•2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties to include testing samples scheduled to be tested on this date, logging test results and reports into the onsite computer database and disposing of tested concrete cylinders. Inspected rebar for a final inspection prior to placing concrete at the following locations: • Level P3 shear wall and pilasters on 11 -line from A to E.8 • Grade beams on 8 -line from B to E • Grade beams on B, C, D and E lines from 8 to 9 • Grade beams on 5, 6 and 7 lines from E to F After some clearance adjustments, all was found to be per approved plan details and revisions. Contractor placed 115 cubic yards of Stoneway concrete mix #4356-1 (4000 psi requirement) at above referenced locations by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. Please note that preliminary items noted in MTE field report dated 10/1/03 requiring review by the engineer of record have been addressed and a response has been issued in RFI #061 and #062. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: ark A. lusha, P.E. INSPECTOR: Mark McBride cc: Bldg Dept -City • kwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. Y7L'S7Nt^•tMdVt A MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 53 Date: Weather: Inspection: E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA 003-128 / 003-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 10/13/03 Cloudy R/S Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Permit #: D03-128 Inspected rebar prior to closing forms for Level P3 wall and pilasters on A-line from 9 to 11. Rebar is placed per structural plan details and elevations and Harris Rebar release package 2304A rev.0. Okay to close forms. Slab on grade dowels and inside curtain dowels at the floor line will be installed after form closure. A final rebar and clearance inspection is required prior to concrete placement. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Date: Weather: Inspection: 10/13/03 Cloudy Lab, epoxy INSPECTOR: Mark McBride Permit #: 003-129 Performed laboratory duties to include testing samples that are scheduled to be tested on this date, logging test results and reports into the onsite computer database, distributing preliminary test reports to Sabey on site, and disposing of tested samples. Observed the installation of #10 vertical rebar dowels into pile caps for pilasters at grids N3, 5, 8 (three at each location). Dowels were installed per RFI #062. Holes were cleaned with brush and compressed air prior to installing dowels using Hilti HIT HY-150 adhesive. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: INSPECTOR: Mark McBride cc: Bldg Dept -City o T kwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. kw"r ' l i 'Yr+i�it.vt war+r�...::a .,taToKmV!.yrgmSP•! ::1. �nreahrM':;..�, y'Ty;r,'t77�'N<k X'';v_2Yi4°lR 'S7 V•.7 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 48 Date: Weather: Inspection: �'7df"�tJ l,Y'yi:�Js1C r•.1. J;'J ',..:' . E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 10/08/03 Occasional rain Lab, R/S, epoxy Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Permit #: D03-129 Inspected rebar prior to placing concrete for grade beams on 8 -line from E to E.9 and on E -line from 4 to 6 and from 7 to 8. Rebar is placed per detail C/S2.1. Contractor placed approximately 21 cubic yards of Stoneway concrete mix #4356-1 by pump and consolidated mechanically. Concrete was sampled and test cylinders were cast during placement of this mix under permit #D03-128. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED B .(Galusha, P.E. INSPECTOR: Mark McBride cc: Bldg Dept -Cit of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore Mc nald-Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 47 Date: Weather: Inspection: E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tuk ila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 10/08/03 Occasional rain Lab, R/S, epoxy Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 tax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Permit #: D03-128 Performed laboratory duties to include testing samples scheduled to be tested on this date, logging test results and reports into the onsite computer database. Inspected rebar prior to closing forms for Level P3 shear walls and pilasters on 2 -line from C.5 - E.9 and on A-line from 9 to 11. Okay to close forms. Slab on grade dowels and inside curtain dowels at the floor level will be installed after form closure. A final rebar and clearance inspection is required prior to placing concrete. Inspected rebar prior to closing forms and placing concrete for below -grade portion of shear wall and pilasters on A-line from approximate grids 5.3 and 7.7. Okay to close forms and place concrete. Contractor placed approximately 10 cubic yards of Stoneway concrete mix #4356-a (4000 psi requirement) by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY. ark A. G : lusha, P.E. cc: Bldg Dept -City o ukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. INSPECTOR: Mark McBride MAYES TESTING ENGINEERS, INC. 111111=11111111111111111110011121 • MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 49 Date: Weather: Inspection: E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 10/09/03 Occasional rain R/S, R/C Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E•2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Permit #: D03-128 Performed final inspection of rebar prior to concrete placement for Level P3 shear walls and pilasters on E.9 and F lines from 2 to 6.8 and on 2 -line from D.5 to E.9. Contractor placed 93 cubic yards Stoneway concrete mix #4356-a (4000 psi requirement) at these locations by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. Inspected rebar for slab on grade between grids A.2-E.9/F from 9 to 11, and between B and F from 8 to 9. Rebar is found placed per plan S1.1 and detail H/S2.3. The'/2' diameter plain dowels at construction joints still need to be installed and greased per detail on S2.3. A final inspection is required prior to placing concrete. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED B cc: Bldg Dept -City Theodore Mc INSPECTOR: Mark McBride usha, P.E. f Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, ald-Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 50 Date: Weather: Inspection: Permit #: E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 10/09/03 Occasional rain Lab, epoxy D03-129 Everett Office 917.134th Street SW Suite A•1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties to include retrieving test samples from the field cast on 10/8/03 and logging samples and reports into the onsite computer database. Observed the installation of #9, #7 and #5 horizontal rebar dowels into grade beams for the added grade beams at the southwest exhaust shaft. Holes were drilled for embedment depths per the engineer's sketches dated 9/30/03 and cleaned with brush and compressed air prior to installing dowels using Hilti Hit HY-150 adhesive. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. / REVIEWED BY: ,I,..�;4�.. ,/.. ''=--A. = lusha, P.E. INSPECTOR: Mark McBride cc: Bldg Dept -City of ukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. '1'Rah' 1Y tY.r. .3.3 -Ai.. h.TqtiM4 .,ilt"u;�f MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 51 Date: Weather: Inspection: E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 10/10/03 Partly cloudy R/C, lab Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584,3720 fax 253.584.3707 Portland Offce 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Permit #: D03-128 Inspected rebar for a final inspection prior to placing concrete for slab on grade between grids A.2 to E.9/F from 9 to 11, and between B and F from 8 to 9. Rebar is found placed per plan S1.1 and details H/S2.3. The V2" diameter plain dowels at construction joints are installed and greased per detail on S2.3. Contractor placed 257 cubic yards of Stoneway concrete mix #4356-a (3000 psi requirement) by pump and consolidated mechanically. Two samples of concrete were taken and four test cylinders were cast from each. Performed laboratory duties to include retrieving test samples from the field cast on 10/9/03 and testing samples that were scheduled to be tested on this date. Logged test results and reports into onsite computer database and distributed test results to Sabey on site and disposed of tested concrete cylinders. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY. Mar Galusha, P.E. INSPECTOR: Mark McBride cc: Bldg Dept -Cit of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore Mc ► • nald-Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. 9itf%,P.,4 "," rl!FlerO.Pea•Y.'M .3 ar.2CxTturrAlrrAnw.ro n�swrarena'Cr1% tf9!Ne54:R5;kk:n.n+v�11 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 52 Date: Weather: Inspection: E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 10/10/03 Partly cloudy R/C Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Permit #: D03-129 Inspected rebar prior to concrete placement for added grade beams for the southwest exhaust shaft and for grade beam on C line from 9 to 10. Rebar is found to be per approved plans and revisions. Stoneway concrete mix #4356-1 (3000 psi) was placed by pump and mechanically consolidated. Concrete was placed, sampled and tested during slab on grade placement under permit #D03-128. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Date: Weather: Inspection: 10/11/03 Cloudy Lab INSPECTOR: Mark McBride Permit #: D03-128 Performed laboratory duties to include retrieving test samples from the field cast on 10/10/03, logging samples and reports into the onsite computer database, and introducing samples into water bath cure tanks. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED B • k alusha, P.E. INSPECTOR: Mark McBride cc: Bldg Dept -City • Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. {gsmwiMF+ta{w4 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 54 Date: Weather: Inspection: E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 10/13/03 Overcast Epoxy dowels Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E•2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Permit #: D03-129 Arrived on site and verified cleanliness and depth of drilled holes for grade beams at grids C/6, C/7 and at blast wall footings at grids C/5.3, A/5.3 and A/7.2. No RFI was available for direction as to depth of dowels for embedment. GBC proceeded to place #7 dowels at varied embedments as depicted on the attached sheet. The blast wall footing locations were (3) each #5 bars at 7-1/2" embedment using Hilti HIT HY- 150 epoxy per manufacturer's specifications. Pending engineer acceptance of as -built condition. Preliminary inspection REVIEWED BY: arkA.G Iusha, P.E. INSPECTOR: Del Spicer cc: Bldg Dept -City of kwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. 11 413 i4,012,4 11 -11am' 1� 2 t r"- • IS" It �_ At. 'e �.w•,res•nwx.+.v�•uv�.+ MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 58 Date: Weather: Inspection: E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / 003-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 10/16/03 Rain R/C, epoxy Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Permit #: D03-129 Wr— Observed the installation of #7 horizontal rebar dowels into shear wall at grids C/7 for grade beam on C from 7 to 8. Holes were drilled for embedment depths ranging from 8" to 10" and cleaned with brush and compressed air prior to installing dowels using Hilti HY 150 adhesive. Engineer of record to review embedment depths for dowels for acceptance. Inspected rebar prior to placing concrete for grade beam on C -line from 7 to 8. Rebar is placed per C/S2.1. Stoneway concrete mix #4356-a was placed and sampled during placement of walls under permit #D03-128. Preliminary Inspection REVIEWED BY: ark A. alusha, P.E. INSPECTOR: Mark McBride cc: Bldg Dept -City o kwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 55 Date: Weather: Inspection: E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 10/14/03 Overcast R/S, R/C Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E•2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Permit #: D03-128 V"' Transported and delivered project field reports and project concrete database disk for downloading to MTE main office and received lab equipment from the office and transported to site for use in onsite lab. Inspected rebar prior to placing concrete for slab on grade between grids A and C from 5.5 to 7.3 (including thickened areas for blast wails) and slabs for elevators #2, 3 and 5 pits and for storage room P312. Rebar is found placed per approved plans and revisions. Contractor placed 127 cubic yards Stoneway concrete mix #4356-a (3000 psi required) at these locations by pump and consolidated mechanically. One sample was taken and four test cylinders were cast. Grade beams at grids 6 and 7 from A to C and on B from 5 to 8 were placed monolithically with slab. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Date: Weather: Inspection: 10/14/03 Overcast Lab, epoxy INSPECTOR: Mark McBride Permit #: D03-129 v" `�— Inspected rebar prior to concrete placement for grade beams on 6 and 7 lines from A to C and on B line from 5 to 8. Rebar is found placed per detail C/S2.1. Stoneway concrete mix #4356-a (3000 psi) was placed by pump and consolidated mechanically. Concrete was sampled and placed monolithically with slab on grade under Permit #D03-128. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: cc: Bldg Dept -City of ha, P. . Wila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, INSPECTOR: Mark McBride Theodore McDona d -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. tI r-VtF7'r.?vF.'a'.`4W(d'{a'SnrT,tezxigz*S•.'iWH:. .,77048 t,,,,,),-w?JrstlA! +' MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 60 Date: Weather: Inspection: E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA 003-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 10/17/03 Partly Cloudy R/C, epoxy Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Permit #: D03-129 LJ" Observed the installation of #7 and #9 horizontal rebar dowels into shear walls at grids D/7, 6 and 5.4 for grade beams on 6 and 7 lines from D to E, D -line from 4 to 5.4 and from 7 to 8 and angled grade beam from 5/E to 5.4/D. Holes were drilled for embedment depths according to fax transmittal from the engineer of record dated 10/16/03 and cleaned with brush and compressed air prior to installing dowels using Hilti HIT HY 150 adhesive. Inspected rebar prior to placing concrete for grade beams on D -line from 4 to 5.4 and from 7 to 8, 6 and 7 lines from D to E and angled grade beam from E/5 to D/5.4. Rebar is placed per details C-2.1 and C -2.1A. Stoneway concrete mix #4356-a was placed and sampled during placement of walls under permit #D03-128. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Date: Weather: Inspection: 10/18/03 Cloudy Lab INSPECTOR: Mark McBride Permit #: D03-128 vi Performed laboratory duties to include retrieving test samples from the field cast on 10/17/03, logging samples and reports into the onsite computer database and introducing samples into water bath cure tanks. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED B Mar alusha, P.E. INSPECTOR: Mark McBride cc: Bldg Dept -City of ukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McD ald-Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 62 Date: Weather: Inspection: Permit #: E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 10/21/03 Rain Epoxy, lab D03-129 Vv Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S.Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253,584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Observed the installation of #7 and #9 horizontal rebar dowels into shear walls and pile caps at grids N3, N4 and 5.4/C for grade beams on 3 and 4 lines from A to B, C -line from 4 to 5.4, and angled grade beam from 5/B to 5.4/C. Holes were drilled for embedment depths according to fax transmittal from the engineer of record dated 10/16 and cleaned with brush and compressed air prior to installing dowels using Hilti HIT HY-150 adhesive. Performed laboratory duties to include testing samples scheduled to be tested on this date, logging test results and reports into the onsite computer database, distributing preliminary test reports to Sabey on site, and disposing of previously tested concrete samples. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: ark • . alusha, P.E. INSPECTOR: Mark McBride cc: Bldg Dept -City ' Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. +jv syea, }Fh'fiN,+kiS?kS1? d?ei�i!rt'F.✓R:; �rrwl �•°xit5¢t':tesla;r;/%!+Nt,i:" it014,,+e•41*!,7^x,nr,4!armglr.. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 63 Date: Weather: Inspection: Permit #: E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 10/22/03 Cloudy Epoxy, lab, R/C D03-129 `IV-. Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Observed the installation of #4 horizontal rebar dowels for footings and foundation walls on approximate grids C.3 from 6.3 to 6.7, and on 6.3 from C.7 to D. Holes were drilled for 5" embedment and cleaned with brush and compressed air prior to installing dowels using Hilti HIT HY-150 adhesive. Inspected rebar prior to placing concrete at these locations and found it to be placed per plan detail E2.1. Contractor placed 3 cubic yards Stoneway concrete mix #4356-a (4000 psi required) by crane and bucket and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. Performed laboratory duties to include testing samples scheduled to be tested on this date, logging test results and reports into the onsite computer database, and distributing preliminary test reports to Sabey on site. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: Iusha, P.E. INSPECTOR: Mark McBride cc: Bldg Dept -City o Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. ,. ±�'�1V?(tirrtrtp„xrs5r,�t.. •;=a:��znrs MAYES TESTING ENGINEERS, INC. November 5, 2003 Sabey Construction Ralph Hagler 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 Re: DHS Regional Headquarters Permit # D03-129 MTE Project No. E3187 Concrete Summary Report: July 2003 through October 31, 2003 Nov 0 2003' t000nfTY OPMeti'. Dear Mr. Hagler, Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Please find attached the concrete summary reports for the DHS Regional Headquarters. Within the reports you will find copies of the concrete laboratory test reports including the field data and compressive strength test results. In addition, you will find the statistical analysis reports for each concrete mix utilized on the project where enough data is available. We are providing the reports to the distribution list noted below. We provide the Project Superintendent with the 7, 28, 56, and 90 -day reports and notify the engineer if a 7, 28, 56, or 90 -day test is low as they occur. Respectfully submitted, MAYES TESTING ENGINEERS, INC. Michael S. Dolder P.E. Vice President Attachments: Concrete Laboratory Reports Concrete Summary Reports for 07/01/03 — 10/31/03 CC: Theodore McDonald — Engineers Northwest Inc. Bob Fadden — Lance Mueller & Associates Dave Leng — Sabey Construction 4 Building Official — City of Tukwila '44o:..iale.;a :s^^:4;.:3.:x;2.6•4+tiuinwi:'ui.u: YX Analysis of Strength Data I Tests and Statistics for Job Number E3187 Mix Number i 4356 Produced By Test Data From 10/1/2003 To 10/29/2003 Design Strength (f'c) Specimen size: 4 x 8 CYLINDER Stoneway (Sample Date Number Made 'Sample Temp( 7) Age = 28 Slump W/C FA r 3 -Test 11 Remarks (inch):. Ratio Strength (psi)! Ave. (psi) 0001 9/3/2003 780 5.25" 0.450 4,360 0001 9/3/2003 76 4" 0.450 3,880 0002 9/5/2003 81 4.5" 0.450 4,320 4,190 0002 9/5/2003 78 5" 0.450 5,240 4,480 0003 9/8/2003 74 5" 0.450 4,070 4,540 0004 9/12/2003 82 3.75 0.450 4,160 4,490 0004 9/12/2003 79 3.5" 0.450 4,360 4,200 0004 9/12/2003 75 4.5" 0.450 4,440 4,320 0005 9/15/2003 74 5" 0.450 4,480 4,430 0006 9/17/2003 78 4.5" 0.450 4,060 4,330 0011 9/18/2003 72 3.0" 0.418 4,850 4,460 0012 9/19/2003 74 2.75" 0.424 5,040 4,650 0018 9/29/2003 70 2.0" 0.394 4,720 4,870 0020 10/1/2003 72 5" 0.404 3,030 4,260 Wednesday, November 05, 2003 ' Page 1 of 2 Sample Date liSample iSlump W/C Average 3 -Test iNumber MMade , Temp( `F) (inch) ; Ratio Strength (psi) Ave. (psi) Remarks 28 ( Day Test Statistics Number of tests: 14 Low test: 3,030 High test: 5,240 Average test: 4,359 Median test: 4,361 Average range: 167 Wednesday, November 05, 2003 Within -test standard deviation: Batch -to -batch standard deviation: Within -test coefficient of variation: Standard deviation: Coefficient of variation: 148.16 522.62 3.40 543.22 12.46 Page 2 of 2 MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 11-4-03 D03-129 Original: El Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 65 ° F Clear Concrete Stoneway 344011 4356 FIELD DATA (ASTM C31 and C172) _221E1 Mix Proportions: Slump i Entrained Air (ASTM C143) (ASTM C231) 76°F 4" 0% [Water / Cement Ratio: Date Received! 0.450 9-5-03 Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I-II Water Fly Ash W RDA -64 Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,917.Cibs 1,463.CIbs 400.0 lbs 225.0 lbs 100.0 lbs 30.0 Oz [Design Strength (Pc): 3000 at 28 days Placement Location and Notes: ti PC19 @ grids 9/C -D, PC2's @ B/2, C/2, D/2, PC4's @ grids B/3, C/3, D/3, B/4, B/5. Set 1 of 2. Date Made Sample # 9/3/2003 0001-1 9/3/2003 9/3/2003 0001-1 , 0001-1 9/3/2003 0001-1 Remark: FC - Field Cure COMPRESSION TEST RESULTS (ASTM C39 and C1231) Lab # Date Tested kge (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) 0001 9/10/2003 7 40895 _1. 4 x 8 1 4.00 j 1 12.57_1 3250 0002 1 10/1/2003 1 28 [ 50455__; 4 x 8 11 4.04 1 [_ 12.82 3940 0003 ; 10/1/2003 0004 28 50555 10/1/2003 i 28 4x8 Ij4.04 48375 j ' 4 x 8 4.04 Inspector(s): Del Spicer Tested by: Mark McBride Reviewed by: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. 12.82 3940 1 12.82 3770 MAYES TESTING ENGINEERS, INC S\ lu CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 11-4-03 D03-129 Original: El Revised: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 72 ° F Clear Concrete Stoneway 344117 4356 LSample Temp. Slump (ASTM C1064) [(ASTM C143) 780° F [Water / Cement Ratio: I [Date Received 9-5-03 FIELD DATA (ASTM C31 and C172) Design 1 Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,917.CIbs Fine Aggregate 1,468.CIbs Cement --Type I 400.0 lbs Fly Ash 100.0 lbs Water 225.0 lbs WRDA-64 30.0 Oz Entrained Air (ASTM C231) 0.450 0% Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 [Design Strength (?c): 3000 at 28 days [Placement Location and Notes: � PC19 @ grids 9/ C -D, PC2's @ grids B/2, C/2, D/2, PC4's @ grids B/3, C/3, D/3, B/4, B/5. Sampled @ 190 yds of 196 yds placed. Set 2 of 2. Date Made Sample # 9/3/20031 0001-2 9/3/2003 II 0001-2 9/3/2003 0001-2 9/3/2003 ! , 0001-2 Remark: FC - Field Cure Lab # 0005 0006 j 0007 0008 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 9/10/2003 � 10/1/2003 10/1/2003 1 ( 28 I 10/1/2003 i 28 4ge (day; Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) ! 7 I I 43085 j I 4 x 8,) j 4.00 I 12.57 j 3430 28 i 1 56310 i 4 x 8 r4.04 12.82 4390 57170 I j 4x8 1 54315 Inspector(s): Del Spicer Tested by: Mark McBride 4.04 L 12.82 1 i 4460 4 x 8 4.04 12.82 ! 4240 Reviewed by: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. k' ti::::,:. , +..,,.:.....,..... • , , .. . MAYES TESTING ENGINEERS, INC •....,.,,. •..,41.0 c*Krraw CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: Issued on: Original: 0 Revised: E3187 Permit # (s): 11-4-03 D03-129 Air Temperature: 58 ° P Weather: Product: Supplier: Ticket Number MixDesign ID : ! Sample Temp. (ASTM C1064) Overcast Concrete Stoneway : 345426 4356 FIELD DATA (ASTM C31 and C172) Design I Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,917.CIbs Fine Aggregate 1,468.CIbs Cement --Type I 400.0 lbs Fly Ash 100.0 lbs Water 225,0 lbs WRDA-64 30.0 Oz Slump (ASTM C143) Entrained Air (ASTM C231) 0 74 ° F 5" Water / Cement Ratio: 1 Date Received 0.450 9-9-03 Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 [Design Strength (?c): ;Placement Location and Notes: 1 PC23 @ grids C -D/3.5 - 4.5. Sampled @ 41 yds of 110 yds placed. 3000 at 28 days Date Made Sample # Lab # 9/8/2003 0003 9/8/2003 0003 9/8/2003 0003 , 9/8/2003 Remark: 0003 FC - Field Cure COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 4ge (day) Load (lbs) 0017 ; 9/15/2003 1 7 ; 36475 0018 ; 1 10/6/2003 0019 1 10/6/2003 0020 10/6/2003 Size (in) Dia (in) Surface Area Strength (psi) 4 x 8 I 4.00 1 j 12.57 i 2900 28 1 j 51675 j ! 4x8 1 28 1 50780 1 j 4x8 28 52695 4.02 4.02 1 4x8 4.02 12.69 4070 12.69 4000 12.69 i 4150 Inspector(s): Del Spicer Tested by: Mark McBride Reviewed Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. .17104. tFY!.. tN PF'/4SMh4 n7.!A.hN+6<;ix±,aP:•1„^. 1 MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 11-4-03 D03-129 Original: [] Revised: ❑ Air Temperature: 66 ° F Weather: Product: Supplier: Ticket Number : MixDesign ID : Clear Concrete Stoneway 344891 4356 FIELD DATA (ASTM C31 and C172) Design 1 Mix Proportions: Ingredient Weight (per cu.yd) Fly Ash 100.0 lbs Water 225.0 lbs WRDA-64 30.0 Oz Coarse Aggregate 3/4" 1,917.CIbs Fine Aggregate 1,468.CIbs Cement --Type I 400.0 lbs Sample Temp. Slump (ASTM C1064) (ASTM C 143 ) - L 78°F 5" [Water / Cement Ratio: I 0.450 Entrained Air (ASTM C231) 0% Date Received 9-8-03 Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 [Design Strength (Pc): 3000 at 28 days [Placement Location and Notes: 1 PC46 @ grids 5.5 - 7/C - D, PC4's @ grids B/6, B/7. Sampled @ 72 yds of 299 yds placed. Set 1 of 2. Date Made Sample # 1 9/5/2003 j 9/5/2003 9/5/2003 9/5/2003 Remark: 0002-1 0002-1 0002-1 0002-1 FC - Field Cure Lab # 0009 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 4ge (day) Load (lbs) F9/12/2003 Size (in) Dia (in) Surface Area Strength (psi) 7 11 44495 4x8 0010-1 F10/3/2003 1 ; 28 0011 0012 10/3/2003 10/3/2003 L288� 67260 1 j 4 x 8 1 4.00 4.02 69345 4 x 8 11 4.02 28 Inspector(s): Del Spicer Tested by: Mark McBride 63310 11 4x8 4.02 Reviewed by: r12.57 1 12.72 12.72 12.72 3540 5290 5450 4980 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS. Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 11-4-03 D03-129 Original: [d] Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 72 ° F Clear Concrete Stoneway 345000 4356 Sample Temp. (ASTM C 1064) Slump (ASTM C143) 1 FIELD DATA (ASTM C31 and C172) Design I Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,917.Cibs Fine Aggregate 1,468.CIbs Cement --Type I 400.0 lbs Fly Ash 100.0 lbs Water 225.0 lbs WRDA-64 30.0 Oz Entrained Air (ASTM C23 I ) 81°F 4.5" Water / Cement Ratio: 0.450 0% [Date Received 9-8-03 Placement Location and Notes: 1 Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 i.l?esign Strength (Pc): 3000 at 28 days PC46 @ grids 5.5 - 7/ C -D, PC4's @ grids B/6, B/7. Sampled @ 229 yds of 299 yds placed. Set 2 of 2. Date Made Sample # 9/5/2003 0002-2 I 1 9/5/200311 0002-2 j L9/5/2003 9/5/20031 Remark: FC - Field Cure 0002-2 0002-2 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Lab # Date Tested kge (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) 0013 1; 9/12/2003 7 1 j 41575 1 4 x 8 1 4.00i X12.57 I 3310 0014 0015 0016 10/3/2003 28 53515 4x8 10/3/2003 28 10/3/2003 28 56305 54980 4.02 1 4x8 [4.02 4x8 4.02 12.72 1 4210 j 12.72 ! 4430 12.72 4320 Inspector(s): Del Spicer Tested by: Mark McBride Reviewed by: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. .a.....:r2fz'.'F?.1.'lchF,i2Si.'ii[tkli."i�av�.ii: .'1 e2ra�w.v.w. MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 11-4-03 D03-129 Original: Revised: ❑ FIELD DATA (ASTM C31 and C172) Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: 67 ° F Design ( Mix Proportions: Weather: Partly Cloudy Product: Concrete Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,917.CIbs Supplier: Stoneway Fine Aggregate 1,468.CIbs Ticket Number : 348132 Cement --Type I 400.0 lbs MixDesign ID : 4356 Fly Ash 100.0 lbs Sample Temp. Slump Entrained Air Water 225.0 lbs `(ASTM C1064) (ASTM C143) ! (ASTM C231) WRDA-64 30.0 Oz 74°F 5" 0% Water/ Cement Ratio: L 0.450 (Date Received 9-16-03 [Design Strength (fc): 3000 at 28 days Placement Location and Notes: 1 Grade beam/pile cap combinations @ grids E.9/2-4, grids F/4-9, grids E.9/9-11, pile caps @ grids A/8, A/7, A/6, A/5.5. Sampled @ 50 yds of 108 yds placed. Date Made Sample # 0005 9/15/2003 19/15/2003 ; j 0005 I 9/15/2003 9/15/2003 Remark: 0005 , 0005 FC - Field Cure COMPRESSION TEST RESULTS (ASTM C39 and C1231) Lab # Date Tested 4ge (day) Load (lbs) Size (in) 0051 ' 9/22/2003 7 F39250 i{ 4 x 8 0052 I 10/13/2003 0053 0054 I 10/13/2003 L10/13/2003 I 28 Dia (in) Surface Area Strength (psi) 4.00 56400 1 4 x 8 I( 4.03 ! 28 58160 I 4x8 28 56820 4x8 4.03 4.03 12.57 . 3120 12.76 4420 12.76 4560 12.76 i 4450 Inspector(s): Del Spicer Tested by: Mark McBride Reviewed by: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. 4'4 MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 11-4-03 D03-129 Original:,2 Revised: ❑ Air Temperature: 62 ° F Weather: Partly Cloudy Product: Concrete Supplier: Stoneway Ticket Number : 348890 MixDesign ID : 4356 FIELD DATA (ASTM C31 and C172) Design j Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,917.CIbs Fine Aggregate 1,468.CIbs Cement --Type I 400.0 lbs Fly Ash 100.0 lbs Water 225.0 lbs WRDA-64 30.0 Oz [(ASTM C1064) I [(ASTM C143) I L (ASTM C231) I Sample Temp. Slump I Entrained Air 78°F 4.5" 0% [Water / Cement Ratio: I ;Date Received 1 0.450 9-18-03 [Placement Location and Notes: j PC2 @ grids A/2.75, pile pourbacks at piles A19, A22, A26, A27, A28, S2, S3, S4, S5. Sampled @ 10 yds of 16yds placed. Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 [Design Strength (fc): 3000 at 28 days Date Made Sample # 9/17/2003 0006 9/17/2003 II 0006 I 9/17/2003 0006 9/17/2003 I Remark: 0006 FC - Field Cure Lab # 0055 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested L9/24/2003 005E] 110/15/2003 0057 0058 10/15/2003 10/15/2003 4ge (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) 7 f 34550 !! 4 x 8 4.02 ( 12.69 28 i j 51240 4 x 8 4.02 1 12.69 l 28 I 51585 I[ 4x8 i [4.021 I 12.69 28 51820 j 4 x 8 ! 4.02 + L12.69 Inspector(s): Del Spicer Tested by: Mark McBride Reviewed by: 2720 4040 4060 4080 , Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Design Strength (fc): MAYES TESTING ENGINEERS, INC Project : Client: Contractor kid -4Z= ...72L410•144tiat CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters Sabey Corporation Sabey Construction Project No: Issued on: Original: 0 Revised: ❑ E3187 Permit # (s): 11-4-03 D03-129 Air Temperature: 66 ° F Weather: Product: Supplier: Ticket Number MixDesign ID : 'Sample Temp. L(ASTM C1064) 72°F Overcast Concrete Stoneway : 349449 4356 Slump (ASTM C143) 3.0" i Water / Cement Ratio: 0.418 FIELD DATA (ASTM C31 and C172) Actual l Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,921.CIbs Fine Aggregate 1,468.CIbs Cement --Type I 403.0 lbs Fly Ash 102.0 lbs Water 211.0 lbs WRDA-64 30.0 Oz Entrained Air (ASTM C231) [Date Received 9-19-03 [Placement Location and Notes: Grade beam and top portions of pile caps on 11 line from A to E.B. Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 3000 at 28 days Date Made Sample # 1 9/18/2003 1 0011 9/18/2003 1 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Lab # Date Tested kge (day) Wad (lbs) 0060 9/25/2003 1 1 7 0011 J j 0061 9/18/2003 .1 0011 9/18/2003 Remark: FC - Field Cure 0062 0011 1 j 0063 110/16/2003 28 45360 60715 10/16/2003 ; j 28 10/16/2003 i 62210 28 61635 Inspector(s): Mark McBride Tested by: Mark McBride Size (in) 4x8 4x8 Dia (in) Surface Area 4.00 ' 12.59 L4.02 4 x8 11 4.02 4x8 114.02; Strength (psi) 3600 12.69 4780 12.69 4900 12.69 L4860 Reviewed by: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 11-4-03 D03-129 Original: Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 63 ° F Occasional Showers Concrete Stoneway 349937 4356 FIELD DATA (ASTM C31 and C172) Sample Temp. (ASTM C1064) 1 Slump j(ASTM C143) Entrained Air 1 (ASTM C231) 74°F [Water / Cement Ratio: 2.75" 0.424 Date Received 9-20-03 Placement Location and Notes: Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Actual I Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,917.CIbs Fine Aggregate 1,462.CIbs Cement --Type I 404.0 lbs Fly Ash 101.0 Ibs Water 214.0 Ibs WRDA-64 30.0 Oz Design Strength (Pc): 3000 at 28 days Grade beam and top portions of pile caps on 2 line from A to E.8. COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Made Sample # Lab # Date Tested esge (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) 9/19/2003 0012 9/19/2003 9/19/2003 , 9/19/2003 Remark: 0012 1 0012 0064 0065 0066 0012 j ( 0067J FC - Field Cure 9/26/2003 7 10/17/2003 10/17/2003 10/17/2003 46095 4 x 8 j j 4.03 28 63285 28J 1 28 4x8 114.02 64850 j 1 4x8 63850 4.02 4x8 4.02 12.76 3610 12.69 4990 [ 12.69 1 ' 5110 12.69 5030 j Inspectors): Mark McBride Tested by: Mark McBride Reviewed by: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MAYES TESTING ENGINEERS, INC ..._,„npn,tie. CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 11-4-03 D03-129 Original: 0 Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 65 ° F Overcast Concrete Stoneway 352915 4356 Sample Temp. (ASTM C1064) 70°F Slump [(ASTM M C= 2.0" FIELD DATA (ASTM C31 and C172) Actual ( Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,918.4Ibs Fine Aggregate 1,467.5Ibs Cement --Type I 396.0 lbs Fly Ash 100.0 lbs Water 195.2 lbs WRDA-64 30.0 Oz Entrained Air t (ASTM C231) LWater / Cement Ratio: ' !Date Received 0.394 9-30-03 [Placement Location and Notes: j Bottom portion of pile cap at grids A/9. Sampled at 5 of 5 cubic yards placed. OA Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 [Design Strength (ft): 3000 at 28 days Date Made Sample 9/29/2003} 9/29/2003 9/29/2003 9/29/2003 Remark: 0018 0018 0018 0018 FC - Field Cure Lab # 0088 0089 0090 0091 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 4ge (day) Load (lbs) 110/6/20031 7 10/27/2003 10/27/2003 10/27/2003 41225 28_1 1 61180 28 28 1_59885_1 59625 Inspector(s): Mark McBride Tested by: Mark McBride Size (in) Dia (in) Surface Area Strength (psi) 4x8 I 4.02 , 12.69 3250 4x8 4.03 ' 12.76 ! 4800 4 x 8 1 L4.03 , , 12.76 4690 4x8 4.03 12.76 i 4670 Reviewed Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. 14. .,asrnn ups. •r PIA4V1nstq r rub Placement Location and Notes: 1 MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 11-4-03 D03-129 Original: Revised: ❑ FIELD DATA (ASTM C31 and C172) Air Temperature: 65 ° F Weather: Overcast Product: Concrete Supplier: Stoneway Ticket Number : 352915 MixDesign ID : 4356 Sample Temp., Slump (ASTM C1064) `(ASTM C143) I j Entrained Air L (ASTM C231) 70°F 2.0" Water / Cement Ratio: (Date Received 9-30-03 0.394 Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 ...2.1ELIntli Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,918.4Ibs Fine Aggregate 1,467.5Ibs Cement --Type I 396.0 lbs Fly Ash 100.0 lbs Water 195.2 lbs WRDA-64 30.0 Oz Design Strength (Pc): 1 3000 at 28 days Bottom portion of pile cap at grids A/9. Sampled at 5 of 5 cubic yards placed. Date Made Sample # 9/29/2003 9/29/2003 9/29/2003 9/29/2003 Remark: 0018 0018 0018 0018 FC - Field Cure COMPRESSION TEST RESULTS (ASTM C39 and C1231) Lab # Date Tested 4ge (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) 0088 0089 0090 0091 10/6/2003 1 7 1 41225 1 1 4 x 8 110/27/2003 28 61180 10/27/2003 ; 28 10/27/2003 28 59885 1 59625 4.02 4x8 4.03 4x8 4.03 4x8 4.03 Inspector(s): Mark McBride Tested by: Mark McBride Reviewed by: 12.69 3250 I 12.76 ( i 4800 12.76 12.76 4690 4670 . Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. 401 1 MAYE$ TESTING ENGINEERS, INC Project : Client: Contractor CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters Sabey Corporation Sabey Construction Project No: E3187 Permit # (s): Issued on: 11-4-03 D03-129 Original: RI Revised: ❑ Air Temperature: 72 ° F Clear Concrete Stoneway 353718 4356 Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 72°F FIELD DATA (ASTM C31 and C172) Actual 1 Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,917.CIbs Fine Aggregate 1,463.CIbs Cement --Type 1 405.0 lbs Fly Ash 100.0 lbs Water 204.0 lbs W RDA -64 30.0 Oz Slump rEntrained Air (ASTM C143) l (ASTM C231) 5" Water / Cement Ratio: I [Date Received 1 0.404 10-2-03 [Placement Location and Notes: 1 Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 [Design Strength (Pc): 3000 at 28 days Grade beam and top portions of pile caps on A line from 2 to 1 1 . Sampled at 20 of 86 cubic yards placed. Date Made Sample # 10/1/2003 10/1/2003 10/1/2003 10/1/2003 Remark: 0020 0020 0020 0020 FC - Field Cure Lab # 0096 0097 0098 0099 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested Nge (day; Load (lbs) 10/8/2003 7 1 272801 10/29/2003 10/29/2003 I 10/29/20031 28 38180 28 i 39350 28 38300 Size (in) 4x8 4x8 4x8 Dia (in) Surface Area Strength (psi) 4.03 4x8 Inspector(s): Mark McBride Tested by: Mark McBride Reviewed by: 12.72 2140 4.03 ; 12.74 , 4.03 3000 12.74 1 3090 4.03 J L 12.74 L3010 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. n+[tk+n�:it41'�fWl :� mwi .r.i'FAf. 1iPC4.1R1 IN AVOY.f.Fn• MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 11-4-03 D03-129 Original: �/❑ Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 72 ° F Clear Concrete Stoneway 353718 4356 I Sample Temp. Slump [(ASTM C1064) [(ASTM C143) 72°F 51 Water / Cement Ratio: [Date Received FIELD DATA (ASTM C31 and C172) Actual I Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,917.CIbs Fine Aggregate 1,463.CIbs Cement --Type 1 405.0 lbs Fly Ash 100.0 lbs Water 204.0 lbs WRDA-64 30.0 Oz Entrained Air (ASTM C231) 0.404 10-2-03 Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 [Design Strength (fc): 3000 at 28 days (Placement Location and Notes: 1 Grade beam and top portions of pile caps on A line from 2 to 11. Sampled at 20 of 86 cubic yards placed. Date Made Sample # Lab # 10/1/2003 l 0020 10/1/2003 10/1/2003 0020 0020 10/1/2001j Remark: 0020 FC - Field Cure 0096 0097 0098 0099 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 10/8/2003 10/29/2003 10/29/2003 4ge (day; Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) '71 j 27280 1 4 x 8 28 4.03 38180 , 4x8 28 10/29/200 : 28 4.03 (39350 j 4x8 Inspector(s): Mark McBride Tested by: Mark McBride 4.03 38300 j 4 x 8 Reviewed by: 4.03 1 12.72 ! i 2140 1 12.74 3000 12.74 13090 1 1 12.74 ; ; 3010 `, Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. • MAYES TESTING ENGINEERS, INC. December 10, 2003 Sabey Construction Ralph Hagler 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 Re: DHS Regional Headquarters Permit # D03-129 MTE Project No. E3187 Concrete Summary Report: July 2003 through November 30, 2003 Dear Mr. Hagler, Please find attached the concrete summary reports for the DHS Regional Headquarters. Within the reports you will find copies of the concrete laboratory test reports including the field data and compressive strength test results. In addition, you will find the statistical analysis reports for each concrete mix utilized on the project where enough data is available. We are providing the reports to the distribution list noted below. We provide the Project Superintendent with the 7, 28, 56, and 90 -day reports and notify the engineer if a 7, 28, 56, or 90 -day test is low as they occur. Respectfully submitted, MAYES TESTING ENGINEERS, INC. Michael S. Dolder P.E. Vice President Attachments: Concrete Laboratory Reports Concrete Summary Reports for 07/01/03 — 11/30/03 CC: Theodore McDonald — Engineers Northwest Inc. Bob Fadden — Lance Mueller & Associates Dave Leng — Sabey Construction Building Official — City of Tukwila , 4{ L4nalysis of Strength Data Tests and Statistics for Job Number E3187 Mix Number 4356-a Produced By Test Data From 10/20/2003 To 11/24/2003 Design Strength (f'c) 4000 psi at 28 days Specimen size: 4 x 8 CYLINDER Stoneway Sample Number Date Sample Slump W/C Made Temp( 7) (inch) Ratio Age = 28 Average Strength (psi) 3 -Test Ave. (psi) 0014 9/22/2003 75 6.25" 0.438 0016 9/25/2003 70 6.5" 0.420 0019 10/1/2003 71 5.25" 0.422 0021 10/3/2003 70 6.0" 0.420 0022 10/3/2003 71 6.75" 0.430 0023 10/6/2003 71 6.5" 0.413 0024 10/8/2003 67 5.75" 0.428 0025 10/9/2003 64 7.0" 0.442 0026 10/10/2003 64 5.75" 0.425 0027 10/10/2003 62 6.25" 0.417 0028 10/14/2003 65 5.5" 0.400 0029 10/16/2003 62 6.5" 0.407 0030 10/17/2003 67 5.25" 0.391 0031 10/22/2003 66 5.75" 0.388 0032 10/23/2003 64 6.25" 0.418 0037 10/27/2003 62 6.25" 0.407 0038 10/27/2003 65 6" 0.427 ►Vednesday, December 10, 2003 4,460 4,280 5,000 4,580 4,000 4,430 3,910 4,300 3,820 3,910 3,900 3,880 3,290 3,670 4,260 3,820 3,830 3,790 5,420 4,500 3,510 4,250 4,660 4,530 3,830 4,000 4,100 4,200 4,070 4,000 5,650 4,610 Page 1 of 2 Remarks Sample Number Date Sample Slump !V/C Made Temp( °F) (inch) Ratio Average Strength (psi) 3 -Test Remarks Ave. (psi) 28 I Day Test Statistics Number of tests: 17 Low test: 3,292 Within -test standard deviation: 56.05 High test: 5,650 Batch -to -batch standard deviation: 632.44 Average test: 4,235 Within -test coefficient of variation: 1.32 Median test: 4,003 Standard deviation: 634.92 Average range: 63 Coefficient of variation: 14.99 {Vednesday, December 10, 2003 Page 2 of 2 i ht.••:�'^ %den?�r:.r:+n+ati,t;t :.al:s�sa ..eatra�. A>: wAa:...:«r,..:k.;ez�.da ie'tt."cwt:.u.e.L:..,. :..Ws:�„�4 MAYE$ TESTING ENGINEERS, INC • . Ytti .lX1S'r'F't vk�r�r'r4i!i.�" Fr, CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Issued on: 12-10-03 Original: ❑�/ Revised: ❑ Permit # (s): D03-128 D03-129 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 65 °P Partly Cloudy Concrete Stoneway 355063 4356-a Sample Temp. (ASTM C 1064) 71°F Slump (ASTM C143) 6.5" FIELD DATA (ASTM C31 and C172) Entrained Air (ASTM C231) Water / Cement Ratio: 'Date Received 0.413 10-7-03 Placement Location and Notes: Level P-3 shear wall and pilasters on 11 line from A to E.8. Grade beams at the following locations: 8 line from B to E; B, C, D and E lines from 8 to 9; and 5, 6 and 7 lines from E to F. Sampled at 21 of 115 cubic yards placed. Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Actual I Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,917.7Ibs Fine Aggregate 1,469.2Ibs Cement --Type 1 398.2 lbs Fly Ash 100.9 lbs Water 206.2 lbs WRDA-64 30.0 Oz ADVA 15.0 Oz (Design Strength (Pc): 4000 at 28 days Date Made Sample # Lab # [ 10/6/20031 10/6/2003 [ 10/6/2003 1 10/6/2003 Remark: 0023 1 L0108 0023 0023 0023 FC - Field Cure 0109 0110 1 0111 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 10/13/2003 10/20/2003 11/3/2003 L12/1/2003 4ge (day) Load (lbs) r 7 1 [_ 30930 14 LR1 56 39185 48390 L56475 Size (in) 4x8 4x8 r -4x8 Dia (in) 4.03 1 4.03 4x8 4.02 4.02 Inspectors): Mark McBride Tested by: Mark McBride Reviewed by: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Surface Area 12.76 12.76 Strength (psi) 2420 3070 12.68 1 r 3820 12.69 4450 1 MAYES TESTING ENGINEERS, INC C'�k."trtit+Yk� CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Issued on: 12-10-03 Original: 2 Revised: ❑ Permit # (s): D03-128 D03-129 Air Temperature: 58 ° F Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C 1064) 67°F Occasional Showers Concrete Stoneway 355893 4356-a Slump (ASTM CI43) 5.75" Water / Cement Ratio: 0.428 1 FIELD DATA (ASTM C31 and C172) I Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Entrained Air (ASTM C231) 1 [Date Received 10-9-03 Design Strength (fc): Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,918.4Ibs 1,464.1Ibs 396.0 Ibs 100.0 Ibs 212.4 Ibs 30.0 Oz 15.0 Oz 4000 at 28 days [Placement Location and Notes: I Below grade portion of shear wall and pilasters on A line from 5.3 to 7.7. Grade beams on 8 line from E to E.9 and on E line from 4 to 6 and from 7 to 8. Sampled at 10 of 31 cubic yards placed. Date Made Sample # 10/8/2003) 10/8/2003 10/8/2003 t 10/8/2003 Remark: 0024 r 0024 0024 0024 FC - Field Cure COMPRESSION TEST RESULTS (ASTM C39 and C1231) Lab # Date Tested 4ge (day) Load (Ibs) Size (in) 0112 0113 0114 0115 10/15/2003 11/5/2003 12/3/2003 12/3/2003 1 7J 34095 J r 4 x 8 28 49555 56 58680__J 4x8 4x8 56 L_59675 J r 4 x 8 Inspector(s): Mark McBride Tested by: Mark McBride Reviewed by: Dia (in) Surface Area 4.02) 512.69 1 L 12.69 4.02 4.02 4.02 12.67 r i 2.67 1 Strength (psi) 1 2690 1 1 3900 1 r4630 4710 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. !MS' ,'J=,'.tvL'1::iti."( n;:".4:r:'fgW:d4` MAYES TESTING ENGINEERS, INC Project : Client: Contractor CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters Sabey Corporation Sabey Construction Project No: E3187 Permit # (s): Issued on: 12-10-03 D03-128 Original: 0 Revised: ❑ Air Temperature: 56 ° F Weather: Product: Supplier: Ticket Number MixDesign ID : Sample Temp. (ASTM C 1064) 64 ° F Occasional Showers Concrete Stoneway 356227 4356-a Slump (ASTM C143) 7.0" [Water / Cement Ratio: 0.442 FIELD DATA (ASTM C31 and C172) Actual I Mix Proportions: [Entrained Air (ASTM C231) Date Received 10-10-03 Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA [Design Strength (fc): Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,914.scIbs 1,461.5Ibs 396.7 lbs 98.9 lbs 219.2 lbs 30.0 Oz 15.0 Oz 4000 at 28 days [Placement Location and Notes: j Level P-3 walls and pilasters on E.9/F lines from 2 to 6.8 and on 2 line from D.5 to E.9. Sampled at 9 of 93 cubic yards placed. Date Made Sample # 10/9/2003 0025 10/9/2003 0025 10/9/2003 10/9/2003 Remark: 0025 0025 FC - Field Cure Lab # 0116 0117 0118 0119 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested Age (day) Load (lbs) r 26585 10/16/2003 10/23/2003 11/6/2003 12/4/2003 7 14 28 35135 41575 L_5_§__ _I F49550 Inspector(s): Mark McBride Tested by: Mark McBride Size (in) 4x8 Dia (in) Surface Area Strength (psi) 4.02 1 4x81 4x8 L4x8 4.02 4.01 4.02 Reviewed by: 12.69 12.69 12.63 12.66 2090 2770 3290 3910 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. LOW TEST BREAK ENGINEER SHOULD REV1Ey, Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water W RDA -64 ADVA [Design Strength (fc): MAYES TESTING ENGINEERS, INC M O.,r V:1r. t1'ko, CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Issued on: 12-10-03 Original: d❑ Revised: ❑ Permit # (s): D03-128 D03-129 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 54 °F Cloudy Concrete Stoneway 356757 4356-a 64°F FIELD DATA (ASTM C31 and C172) Actual I Mix Proportions: Slump Entrained Air (ASTM C143) (ASTM C231) 5.75" Date Received 10-11-03 [Water / Cement Ratio: 0.425 [Placement Location and Notes: Slab on grade between grids A.2 and E.9/F from 9 to 11 and between B and F from 8 to 9. Grade beams for the SW exhaust shaft and grade beam on C line from 9 to 11. Set #1 cast at 64 of 257 cubic yards placed. Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,914.4Ibs 1,465.41bs 406.0 lbs 102.0 lbs 215.9 Ibs 15.0 Oz 30.0 Oz 3000 at 28 days Date Made Sample # 10/10/2003 10/10/2003 10/10/2003 10/10/2003 Remark: 0026 0026 0026 0026 FC - Field Cure Lab # 10120 0121 1 0122_1 0123 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested Age (day] Load (lbs) 37440 1 10/17/2003 11/7/2003 11/7/2003 1 11/7/2003 7 28 28 28 54160 53945 54110 Size (in) 4x8 4x8 4x8 4x8 Inspector(s): Mark McBride Tested by: Mark McBride Reviewed by: Dia (in) Surface Area Strength (psi) 4.02 4.02 4.02 4.02 12.69 12.69 12.69 12.69 2950 4270 4250 4260 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MAYES TESTING ENGINEERS, INC A';' . .,,,,Pe '.;.... *NYZ!Y5r" "tip„". CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Issued on: 12-10-03 Original: Revised: ❑ Permit # (s): D03-128 D03-129 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID: 56 °F Cloudy Concrete Stoneway 356725 4356-a FIELD DATA (ASTM C31 and C172) Actual 1 Mix Proportions: Sample Temp. Slump Entrained Air (ASTM C1064) (ASTM C143) (ASTM C231) 62°F 6.25" [Water / Cement Ratio: [Date Received 0.417 10-11-03 [Placement Location and Notes: I Slab on grade between grids A.2 and E.9/F from 9 to 11 and between B and F from 8 to 9. Grade beams for the SW exhaust shaft and grade beam on C line from 9 to 11. Set #2 cast at 187 of 257 cubic yards placed. Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,917.7Ibs 1,451.7Ibs 400.9 100.0 208.8 30.0 15.0 lbs lbs lbs Oz Oz [Design Strength (Pc): ` 3000 at 28 days Date Made Sample # 10/10/2003 10/10/2003 10/10/2003) 10/10/2003 Remark: 0027 0027 0027 r 0027 FC - Field Cure COMPRESSION TEST RESULTS (ASTM C39 and C1231) Lab # Date Tested Age (day) Load (lbs) 1 0124 0125 0126 0127 10/17/2003 11/7/2003 11/7/2003 11/7/2003 7 28 28 28 31930 48685 48695 L48375 Size (in) 4x8 4x8 4x8 4x8 Inspector(s): Mark McBride Tested by: Mark McBride Reviewed by: Dia (in) Surface Area Strength (psi) 4.02 4.02 12.69 1 12.69 4.02J [ 12.69 4.02 12.69 2520 3840 3840 3810 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. 4x8 , MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Issued on: 12-10-03 Original:❑ Revised: ❑ Permit # (s): D03-128 D03-129 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C 1064) IL 650F 62 ° F Partly Cloudy Concrete Stoneway 357731 4356-a Slump (ASTM CI43) 5.5" Water / Cement Ratio: 0.400 FIELD DATA (ASTM C31 and C172) Entrained Air (ASTM C231) Date Received 10-15-03 Placement Location and Notes: 1 Slab on grade between grids A and C from 5.5 to 7.3, including thickened areas for blast walls. Slabs on grade for elevator #'s 2, 3 and 5 pits and for storage room P312. Grade beams on grids 6 and 7 from A to C and on B line from 5 to 8. Sampled at 10 of 127 cubic yards placed. Actual 1 Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I & II Fly Ash Water WRDA-64 ADVA Daraset Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,874.CIbs 1,481.€Ibs 399.0 lbs 99.0 lbs 199.0 lbs 30.0 Oz 15.0 Oz 64.0 Oz [Design Strength (t'c): i 3000 at 28 days Date Made Sample # 1-1071-4/2003 10/14/2003 10/14/2003 10/14/2003 Remark: 0028 0028 0028 —1 0028 FC - Field Cure Lab # ro12s 0129 0130 0131 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested Age (day) Load (lbs) 7 10/21/2003 11/11/2003 11/11/2003 [ 11/11/2003 28 28 28 50355 70770 66510 69750 Size (in) 4x8 4x8 4x8 Inspector(s): Mark McBride Tested by: Mark McBride Reviewed by: Dia (in) Surface Area Strength (psi) 1 12.69 1 4.01 12.74 J 5560 1 12.74 5220 12.74 1 5480 4.02 3970 4.03 4.03 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. . +i ^7'J"� Fidiz�at.2ii�c�a"sri='7 MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Issued on: 12-10-03 Original: 0 Revised: ❑ Permit # (s): D03-128 D03-129 Air Temperature: 67 °F Weather: Partly Cloudy Product: Concrete Supplier: Stoneway Ticket Number : 358981 MixDesign ID: 4356-a FIELD DATA (ASTM C31 and C172) , Actual Mix Proportions: Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,917.CIbs Fine Aggregate 1,471.7Ibs Cement --Type 1 406.7 lbs Fly Ash 100.0 lbs Sample Temp. SlumpEntrained Air Water 198.1 lbs (ASTM C1064) (ASTM C143) l (ASTM C231) WRDA-64 30.0 Oz 67 ° F 5.25" % ADVA 15.0 Oz [Water/ Cement Ratio: i Date Received' 10-18-03 0.391 [Placement Location and Notes: Blast walls on 5.5 line from A to C and on 7.3 line from A to B and 8" walls on 7.3 line from B to C and C line from 7 to 7.3 all from elevation -3'-0" to 0'-0". Grade beams on 6 and 7 lines from D to E, D line from 4 to 5.4 and from 7 to 8 and angled grade beam from E/5 to D/5.4. Sampled at 9 of 49 cubic yards placed. [Design Strength (Pc): 4000 at 28 days Date Made Sample # Lab # 10/17/2003 10/17/2003 10/17/2003 10/17/2003 Remark: 0030 0030 0030 0030 FC - Field Cure 0136 1_9137 1 [ 01311 1/14/2003 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 4ge (day) Load (lbs) 10/24/2003) 11/14/2003 0139 11/14/2003 7 28 28 28 40945 59570 Size (in) 4x8 Dia (in) Surface Area Strength (psi) 4.02 L x8 4.02 , 59670 J 1 4 x 8 L_58120 1 4x8 Inspector(s): Mark McBride Tested by: Mark McBride Reviewed by: 4.02 1 12.67 12.69 12.69 3230 4690 4700 1 4.02J D2.69 J [-4580 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Issued on: 12-10-03 Original: d❑ Revised: ❑ Permit # (s): D03-128 D03-129 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 64°F 60 ° F Partly Cloudy Concrete Stoneway 360272 4356-a FIELD DATA (ASTM C31 and C172) Actual J Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Slump Entrained Air (ASTM C143) (ASTM C231) 6.25" Water/ Cement Ratio: 0.418 Date Received 10-24-03 Everett Office 917 -134th Street SW Suite A 1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,915.EIbs 1,465.11bs 403.6 lbs 100.0 lbs 210.5 lbs 30.0 Oz 15.0 Oz [Design Strength (fc): 4000 at 28 days [Placement Location and Notes: I Blast walls. Level P-3 shear wall and pilasters on A line from 4 to 5.5. Grade beams on 3, 4 and 5 lines from A to B and grade beam from grid points C/5.4 to B/5. Sampled at 11 of 73 cubic yards placed. Date Made Sample # 10/23/2003 10/23/2003 10/23/2003 10/23/2003 Remark: 0032 0032 0032 0032 FC - Field Cure Lab # 0144 0145 0146 147 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested kge (day] Load (lbs) 10/30/2003 111/20/2003 11/20/2003 11/20/2003 7 28 28 28 35140 52345 50825 53555 Inspector(s): Mark McBride Tested by: Mark McBride Size (in) 4x8 4x8 Dia (in) Surface Area 4.03 4.03 4x8 4x8 Reviewed by: 4.03 4.03 12.76 L12.73 12.73 12.73 Strength (psi) 2750 1 4110 3990 L4210 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. I: �I�'n73�rnpa`R!f x.+r�sLh ri nay.o-rnr.:.•e�*+pya V7,svovrvo,w,Otis w km9: t!�Q"'Y7 �, MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Issued on: 12-10-03 Original: l Revised: ❑ Permit # (s): D03-128 003-129 Air Temperature: 44 ° F Weather: Clear Product: Concrete Supplier: Stoneway Ticket Number : 360836 MixDesign ID : 4356-a Sample Temp. 1.Slump (ASTM C1064) (ASTM C143) 64°F 5.5" [Water / Cement Ratio: i [Date Received' 0.398 10-27-03 [Placement Location and Notes: j FIEL (ASTM C3 D DATA 1 and C172) Actual ( Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I & II Fly Ash Water WRDA-64 ADVA Entrained Air (ASTM C231) Ok Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,873.CIbs 1,485,CIbs 398.0 lbs 100.0 lbs 198.0 lbs 30.0 Oz 15.0 Oz [Design Strength (fc): 4000 at 28 days Slab on grade between grids A and A.3 from 7.3 to 11, 7.3 and 8 from A to F and between D and F from 2 to 8. Level P-3 SW exhaust shaft walls. Grade beams for the NW exhaust shaft. Grade beam on B line from 3 to 4. Set #1 cast at 30 of 332 cubic yards placed. Date Made Sample # Lab # 10/25/2003 10/25/2003 10/25/2003 10/25/2003 Remark: 0034 1 0034 0034 0034 FC - Field Cure 0152 0153 0154 0155 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 11/3/2003 1 1 11/24/2003 1 1-3-6-1 4ge (day) Load (lbs) 9 11/24/2003 11/24/2003 1 46955 65235 30 30 71085 72050 1 Size (in) 4x8 4x8 Dia (in) Surface Area Strength (psi) 4.02 4.03 12.68 1 L12.74 J 4 x 8 1[ 4.03J 1 12.74 4x8 Inspector(s): Mark McBride Tested by: Mark McBride Reviewed by: 4.03 12.74 3700 5120 5580 5650 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. • ilstul5 ,a11.1 roti i+.S. MAYE$ TESTING ENGINEERS, INC Project : Client: Contractor CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters Sabey Corporation Sabey Construction Project No: E3187 Issued on: 12-10-03 Original: ❑d Revised: ❑ Permit # (s): D03-128 D03-129 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C 1064) I 62°F [Water / Cement Ratio: 48 ° F Clear Concrete Stoneway 360867 4356-a FIELD DATA (ASTM C31 and C172) j Actual 1 Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I & II Fly Ash Water WRDA-64 ADVA Slump Entrained Air (ASTM C143) (ASTM C231) 5.75" [Date Received 10-27-03 0.406 1 Design Strength (Pc): Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,875.Sibs 1,487.CIbs 399.1 99.1 202.2 30.0 15.5 lbs lbs lbs Oz Oz 4000 at 28 days [Placement Location and Notes: Slab on grade between grids A and A.3 from 7.3 to 11, 7.3 and 8 from A to F and between D and F from 2 to 8. Level P-3 SW exhaust shaft walls. Grade beams for the NW exhaust shaft. Grade beam on B line from 3 to 4. Set #2 cast at 137 of 332 cubic yards placed. Date Made Sample # 10/25/2003 10/25/2003 [ 10/25/2003 10/25/2003 Remark: F-0035 0035 Lab # Lo156 0157 0035 J L 0158 i r 0035 5159 FC - Field Cure COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested Age (day) Load (lbs) 11/3/2003 11/24/2003 11/24/2003 11/24/2003 L91 L 30 J 30 61925 79230 78435 30 1 1 79925 Size (in) 4x8 Dia (in) 4.02 4x8 4x8 4x8 Inspector(s): Mark McBride Tested by: Mark McBride Reviewed by: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. 4.03 , 4.03 4.03 Surface Area Strength (psi) 12.68 1 12.74 r 12.74 1 12.74 4880 6220J L_6160 6270 1 4 MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Issued on: 12-10-03 Original: d❑ Revised: ❑ Permit # (s): D03-128 D03-129 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C 1064) 51 °F Clear Concrete Stoneway 360896 4356-a FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: Slump Entrained Air (ASTM C143) (ASTM C231) 63° F 6.75" Water/ Cement Ratio: [Date Received 0.420 10-27-03 [Placement Location and Notes: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I & 11 Fly Ash Water WRDA-64 ADVA Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,876.5Ibs 1,487.CIbs 396.9 lbs 100.0 lbs 208.5 lbs 30.0 Oz 15.4 Oz [Design Strength (Pc): ; 4000 at 28 days Slab on grade between grids A and A.3 from 7.3 to 11, 7.3 and 8 from A to F and between D and F from 2 to 8. Level P-3 SW exhaust shaft walls. Grade beams for the NW exhaust shaft. Grade beam on B line from 3 to 4. Set #3 cast at 223 of 332 cubic yards placed. Date Made Sample # 10/25/2003 10/25/2003 10/25/2003 0036 0036 0036 10125/2003J Remark: FC - Field Cure 0036 -1 Lab # 0160 0161 0162 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 4ge (day) Load (lbs) 11/3/2003 11/24/2003 11/24/2003 1 0163 111/24/2003 9 30 30 30 52050 69460 69595 Inspector(s): Mark McBride Tested by: Mark McBride 68970 Size (in) 4x8 4x8 4x8 Dia (in) 4.02 4.03 4.03 4x8 4.03 1 Reviewed by: Surface Area 1 12.68 L 12.74 12.74 12.74 Strength (psi) 4100 5450 1 5460 5410 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MAYES TESTING ENGINEERS, INC • CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 12-10-03 D03-128 Original: El Revised: ❑ Air Temperature: 48 °F Weather: Clear Product: Concrete Supplier: Stoneway Ticket Number : 360972 MixDesign ID : 4356-a Sample Temp. ' Slump Entrained Air (ASTM C1064) I (ASTM C143) I l (ASTM C231) FIELD DATA (ASTM C31 and C172) Actual , Mix Proportions: ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,915.6Ibs Fine Aggregate 1,460.GIbs Cement --Type 1 399.1 lbs Fly Ash 100.9 lbs Water 203.3 lbs WRDA-64 30.0 Oz ADVA 15.0 Oz 62 ° F 6.25" [Water / Cement Ratio: i 'Date Received 0.407 10-28-03 [Placement Location and Notes: Slab on grade between grids A and D from 2 to 5.5. Set #1 cast at 32 of 186 cubic yards placed. Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 [Design Strength VaLl 3000 at 28 days Date Made Sample # L-0037 —1 ,10/27/2003 10/27/2003 10/27/2003 10/27/2003 Remark: 0037 1 0037 1 0037 FC - Field Cure Lab # 0164 r 0165 0166 0167 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 4ge (day) Load (lbs) 11/3/2003 , 11/24/2003 11/24/2003 11/24/2003 28 37180 51765 28 28 L51305 1 52070 Size (in) Dia (in) Surface Area Strength (psi) 4 x81 04.02 12.68 L2930 4x8 4x8 4x8 4.02 L4.02 1 4.02 12.71 1 12.71 12.71 4070 4040 4100 Inspector(s): Mark McBride Tested by: Mark McBride Reviewed by: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Issued on: 12-10-03 Original: lI Revised: El Permit # (s): D03-128 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C 1064) 60 ° F Clear Concrete Stoneway 361103 4356-a 65°F FIELD DATA (ASTM C31 and C172) I Actual I Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type 1 & 11 Fly Ash Water W RDA -64 ADVA Daraset Slump Entrained Air (ASTM C143) (ASTM C231) 6" {Date Received 10-28-03 [Water / Cement Ratio: 0.427 Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,874.2Ibs 1,482.2Ibs 397.7 99.2 212.1 30.0 15.4 34.5 lbs lbs lbs Oz Oz Oz [Design Strength (f c): 3000 at 28 days [Placement Location and Notes: Slab on grade between grids A and D from 2 to 5.5. Set #2 cast at 109 of 186 cubic yards placed. Date Made Sample # Lab # 10/27/200.311 0038 [0168 10/27/2003 0038 LO/27/2003 IL 0038 0038 —1 10/27/2003 Remark: FC - Field Cure 0169 0170 0171 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 11/3/2003 11/24/2003 11/24/2003 1 11/24/2003 Age (day] Load (lbs) Size (in) Dia (in) Surface Area 54755 1 r 4 x 8 1 4.02 D2.68 L_12.71 7 28 28 28 , 71760 71435 72170 4x8 4x8 4x8 Inspector(s): Mark McBride Tested by: Mark McBride Reviewed by: 4.02 4.02 4.02 12.71 F12.71 Strength (psi) 4320 5650 5620 5680 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. ,` xx'ic?Wxtr::rr'ra4t1'xtilfr•ar,^t.t,'W:q<utRR'^.Y6'Mr.•M.`F�+".:.JMt�rga+SwA"SUx+fir1WA),�W. 0174 , MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 12-10-03 D03-128 Original: 111 Revised: ❑ Air Temperature: 46 °F Weather: Product: Supplier: Ticket Number : MixDesign ID: Clear Concrete Stoneway 362400 4356-a Sample Temp. Slump (ASTM C1064) (ASTM C143) 60 ° F 5" [Water / Cement Ratio: 0.430 FIELD DATA (ASTM C31 and C172) i Entrained Air (ASTM C231) [Date Received 10-31-03 Actual Mix Proportions: Ingredient ADVA Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 [Design Strength (fc): Everett Office 917-134111 Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 15.0 Oz 1,914.4Ibs 1,461.3Ibs 400.0 lbs 100.0 lbs 215.1 lbs 30.0 Oz 4000 at 28 days [Placement Location and Notes: j Remaining portion of blast walls. Level P-3 shear wall on A line from 3 to 4. Level P-3 NW exhaust shaft walls. Stem wall on 2.2 line from A to C.4. Sampled at 10 of 31 cubic yards placed. Date Made Sample # 10/30/20031 10/30/2003 0039 110/30/2003 10/30/2003 Remark: L 0039 0039 0039 FC - Field Cure Lab # 0172 0173 0175 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 4ge (day) Load (lbs) 11/6/2003 12/1/2003 7 32 12/1/20-0-31 1 32 1 38900 58110) 59405 Size (in) Dia (in) Surface Area 4x8-1 4x8 4x8 12/1/2003 T32 I L60125 L 4 x 8 7 Inspector(s): Mark McBride Tested by: Mark McBride Reviewed by: 4.01 4.02 4.02 4.02 12.63 12.69 F12.69 _} 12.69 1 Strength (psi) 3080 4580 L1680 4740 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. 1 MAYES TESTING ENGINEERS, INC .'Lx CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Issued on: 12-10-03 Original: El Revised: ❑ Permit # (s): D03-128 D03-129 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C 1064) 53 ° Rain Concrete Stoneway 358429 4356-a Slump (ASTM C143) 6.5" [Date Received 10-17-03 62° F [Water / Cement Ratio: 0.407 FIELD DATA (ASTM C31 and C172) Actual I Mix Proportions: Entrained Air (ASTM C231) Ok Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,918.41bs 1,466.CIbs 399.0 lbs 101.0 lbs 203.4 lbs 30.0 Oz 15.0 Oz [Design Strength (Pc): ] 4000 at 28 days [Placement Location and Notes: i Level P-3 shear walls and pilasters on A line from 2 to 3 and from approximately 7.2 to 11 and on 2 line from A to D.5. Grade beam on C line from 7 to 8. Sampled at 10 of 126 cubic yards placed. Date Made Sample # 10/16/20011 10/16/2003 10/16/2003 10/16/2003 Remark: 0029 0029 0029 0029 FC - Field Cure Lab # 0132 0133 0134 0135 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested Age (day) Load (lbs) 10/23/2003 1 11/13/2003 12/11/2003 12/11/2003 7 28 56 56 30975 44590 Inspector(s): Mark McBride Tested by: Mark McBride Size (in) Dia (in) Surface Area Strength (psi) L4 x8 4x8 4x8 4x8] Reviewed by: 4.02 4.02 12.69 L12.69 2440 3510] Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. LOW -EST 8REA ENG NEER SHOULD REVIE V. z I 1— ~w CC 2 i0 O 0 W= I— Q ur w0 2 LLQ =d �w z= ZF- W • W U D O N O F— WW H� wz U= O z MAYES TESTING ENGINEERS, INC ter. ,u.,_,........ CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 12-10-03 D03-129 Original: d❑ Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 66°F 62 ° F Cloudy Concrete Stoneway 359964 4356-a Slump (ASTM C143) 5.75" FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: Entrained Air (ASTM C231) LWater / Cement Ratio: ' [Date Received 0.388 10-23-03 [Placement Location and Notes: i Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,902.SIbs 1,468.EIbs 390.0 lbs 103.3 lbs 191.3 lbs 30.0 Oz 15.0 Oz `Design Strength (Pc): 1 4000 at 28 days Footings and stem walls on approximate grids C.3 from 6.3 to 6.7 and on 6.3 from C.7 to D. Sampled at 3 of 3 cubic yards placed. Date Made Sample # Lab # 10/22/2003 10/22/2003 10/22/2003 10/22/2003 Remark: 0031 0031 0031 0031 FC - Field Cure 0140 0141 r0142 0143 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 4ge (day) Load (lbs) 10/29/2003 11/19/2003 12/17/2003 12/17/2003 7 28 33730 48575 56 56 1 Inspector(s): Mark McBride Tested by: Mark McBride Size (in) 4x8 4x8 4x8 4x8 Reviewed by: Dia (in) Surface Area Strength (psi) 4.03 4.02 12.74 12.69 r 2650 3830 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. ti;:iNL ukru:.6s dav��a( TES) 3FREA ENGINEER SHOULD RFVVIFY''.. "sem': 3� MAYES TESTING ENGINEERS, INC Project : Client: Contractor :W+•"=� Chi �1►i:M�: iii�::'.1.: CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters Sabey Corporation Salley Construction Project No: E3187 Permit # (s): Issued on: 12-10-03 D03-128 Original: ID Revised: ❑ Air Temperature: 48 °F Weather: Cloudy Product: Concrete Supplier: Stoneway Ticket Number : 366193 MixDesign ID : 4356-a Sample Temp. ' Slump (ASTM C1064) (ASTM C143) 60°F 5.75" FIELD DATA (ASTM C31 and C172) Actual I Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I & II Fly Ash Water WRDA-64 ADVA Entrained Air (ASTM C231) [Water / Cement Ratio: [Date Received! 0.410 11-15-03 Placement Location and Notes: I Level P-2 shear walls and pilasters on 11 line from C to E.9 and on E.9/F line from 7.5 to 11. Sampled at 21 of 80 cubic yards placed. Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,875.Elbs 1,489.eibs 400.0 lbs 100.9 lbs 205.2 lbs 30.0 Oz 15.5 Oz [Design Strength (?c): 4000 at 28 days Date Made Sample # 11/14/200311 0045 11/14/2003 0045 11/14/2003 0045 11/14/2003) Remark: 0045 FC - Field Cure Lab # 0205 0206 0207 0208 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 4ge (day) Load (lbs) 11/21/2003 12/12/2003 12/12/2003 12/12/2003 7 28 28 28 49715 Size (in) 4x8 4x8 4x8 4x8 Inspector(s): Mark McBride Tested by: Mark McBride Reviewed by: Dia (in) Surface Area 12.63 4.01 L trength (psi) 3940 1 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. ‘441,i' awl itg l\ r *W.• [Analysis of Strength Data Tests and Statistics for Job Number Mix Number 5950-a Test Data From 10/20/2003 Design Strength (fc) Specimen size: 4 x 8 Sample Number Date Made E3187 Produced By To 11/21/2003 5000 psi at 28 days CYLINDER Stoneway Sample Temp( r) Slump (inch) W/C Ratio Age = 28 IAverage Strength (psi) 3 -Test (Remarks Ave. (psi) 0013 9/22/2003 75 6.75" 0.382 0015 9/24/2003 73 5.5" 0.339 0017 9/26/2003 74 5.75" 0.352 0033 10/24/2003 66 6.25" 0.340 5,860 6,820 6,550 6,360 6,410 6,580 28 I Day Test Statistics Number of tests: 4 Low test: 5,856 Within -test standard deviation: 202.02 High test: 6,819 Batch -to -batch standard deviation: 353.32 Average test: 6,396 Within -test coefficient of variation: 3.16 Median test: 6,455 Standard deviation: 407.00 Average range: 228 Coefficient of variation: 6.36 Wednesday, December 10, 2003 n5'':4t'y;`3'# Page 1 of 1 e.,.j% i r.';i t:A'Ufe+4144#,,, 'r 1 11/21/2003 , MAYES TESTING ENGINEERS, INC IAA CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Issued on: 12-10-03 Original: d❑ Revised: ❑ Permit # (s): D03-128 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 60 ° F Mostly Clear Concrete Stoneway 360676 5950-a FIELD DATA (ASTM C3i and C172) Actual ! Mix Proportions: Slump (ASTM C143) IL Entrained Air (ASTM C231) 66°F Water / Cement Ratio: 6.25" 0.340 [Date Received 10-25-03 Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Design Strength (Pc): Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,961.EIbs 1,245.1Ibs 548.6 lbs 110.0 lbs 224.1 lbs 26.6 Oz 13.3 Oz 5000 at 28 days [Placement Location and Notes: 1 Level P-3 columns at grids A/6 and A/7. Sampled at 7 of 7 cubic yards placed. Date Made Sample # 10/24/2003 10/24/2003 10/24/2003 10/24/2003 Remark: 0033 0033 0033 0033 FC - Field Cure Lab # 0148 0149 0150 0151 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested kge (day) Load (lbs) 10/31/2003 11/21/2003 11/21/2003 7 28 28 28 61365 83095 r 79695 78085 Inspector(s): Mark McBride Tested by: Mark McBride Size (in) 4x8 4x8 4x8 4x8 Dia (in) Surface Area Strength (psi) 4.02 4.01 Reviewed by: 4.01 4.01 12.69 12.63 12.63 12.63. 4840 6580 1 6310 6180 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. 1 MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 12-10-03 D03-128 Original: El Revised: LI Air Temperature: 35 °F Weather: Product: Supplier: Ticket Number MixDesign ID : Sample Temp. (ASTM C1064) 63°F Clear Concrete Stoneway 363738 5950-a Slump (ASTM C143) FIELD DATA (ASTM C31 and C172) LAIst.22.11 Mix Proportions: Entrained Air (ASTM C231) T1 Water / Cement Ratio: 'Date Received 11-6-03 0.348 {Placement Location and Notes: Level P-2 PT slab pour #2 between grids A and F from 7.5 to 11. Set #1 cast at 63 of 369 cubic yards placed. Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Daraset [Design Strength (?c): Everett Office 917 -134th Street SW Suite A 1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,960.2Ibs 1,244.4Ibs 555.0 lbs 111.0 lbs 232.0 lbs 26.4 Oz 13.2 Oz 43.0 Oz 3000 at 5 5000 at 28 days days Date Made Sample # 0040 -FC 1 11/5/2003 11/5/2003 0040 -FC 11/5/2003 0040 -FC 11/5/2003 1 0040 11/5/2003 1 11/5/2003 11/5/2003 Remark: 0040 0040 0040 FC - Field Cure Lab # 0176 0177 0180 0181 0182 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 4ge (day] Load (lbs) 111/10/2003j 11/10/2003 11/10/2003j 11/12/2003 12/3/2003 12/3/2003 12/3/2003 5 5 7 28 28 28 49760 47245 48235 60625 76440 74280 80260 Size (in) Dia (in) Surface Area Strength (psi) 4 x 8 7 4x8 4x8 4x8 4.02 4.02 4.02 12.69-1 12.69 [-12.69 1 1 4.02] 1 12.69 D2.67 J 4.02] 1 12.67 4.02] 12.67 4x8 4.02 4x8 4x8 Inspector(s): Mark McBride Michael Craig Tested by: Mark McBride Reviewed by: 3920 3720 3800 4780 6030 1 5860 6340 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. sir z • w re JU U O • D W� W o gQ =d �W z= H WO n N off WW wz 17- = z MAYES TESTING ENGINEERS, INC Project : Client: Contractor • CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters Sabey Corporation Sabey Construction Project No: E3187 Permit # (s): Issued on: 12-10-03 D03-128 Original: 0 Revised: ❑ Air Temperature: 43 °F Weather: Product: Supplier: Ticket Number MixDesign ID : Sample Temp. (ASTM C1064) 60°F Clear Concrete Stoneway : 363868 5950-a Slump (ASTM C143) 6.5" [Water / Cement Ratio:—' 0.292 FIELD DATA (ASTM C31 and C172) Entrained Air (ASTM C231) !Date Received 11-6-03 Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Actual I Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,958.GIbs Fine Aggregate 1,252.CIbs Cement --Type I 555.5 lbs Fly Ash 110.0 lbs Water 194.4 lbs WRDA-64 26.5 Oz ADVA 13.1 Oz Daraset 42.7 Oz [Design Strength (t'c): 5000 at 28 days !Placement Location and Notes: j Level P-2 PT slab pour #2 between grids A and F from 7.5 to 11. Set #2 cast at 243 of 369 cubic yards placed. Date Made Sample # 11/5/2003 11/5/2003 11/5/2003 11/5/2003 11/5/2003 11/5/2003 0041 -FC 1 -0041 -FC 0041 -FC 0041 0041 ri 1/5/2003 Remark: 0041 j 0041 FC - Field Cure COMPRESSION TEST RESULTS (ASTM C39 and C1231) Lab # Date Tested a ge (day) Load (lbs) Size (in) 11/10/2003 5 57855 4 x 8 4.02 12.69 L4560 1 12.69 (4290 0183 1 0184 0185 Dia (in) Surface Area Strength (psi) 11/10/2003 11/10/2003 5 54395 5 4x8 4.02 1 56845 4 x 8 4.02 r 12.69 4480) 0186 11/12/2003 68305 r 4 x 8 0187 0188 0189 12/3/2003 12/3/2003 12/3/2003 28 86735 4.02 4x8 4.02 L/81 88390 4 x 8 11_4,02 1 12.69 12.67 12.67 5380 6850 6980 28 83935 4 x 8 J 4.02 12.67 L 630 Inspector(s): Mark McBride Tested by: Mark McBride Michael Craig Reviewed by: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. 3720 , MAYES TESTING ENGINEERS, INC Project : Client: Contractor CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters Sabey Corporation Sabey Construction Project No: E3187 Permit # (s): Issued on: 12-10-03 D03-128 Original: 0 Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 42 ° F Clear Concrete Stoneway 363915 5950-a Slump (ASTM C143) FIELD DATA (ASTM C31 and C172) Entrained Air (ASTM C231) 65 ° F 6.5" [Water / Cement Ratio: 0.362 Date Received 11-6-03 Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Daraset Design Strength (t'c): Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,960.2Ibs 1,253.EIbs 555.0 110.0 240.9 26.4 13.2 43.0 lbs lbs lbs Oz Oz Oz 5000 at 28 days [Placement Location and Notes: j Level P-2 PT slab pour #2 between grids A and F from 7.5 to 11. Set #3 cast at 325 of 369 cubic yards placed. Date Made Sample # 11/5/2003 11/5/2003 11/5/2003 11/5/2003 11/5/2003 11/5/2003 11/5/2003 Remark: 0042 -FC 0042 -FC 0042 -FC L0042 0042 1 0042 1 0042 FC - Field Cure Lab # 0190 0191 0192 L_0193 0194 0195 0196 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 4ge (day) Load (lbs) 11/10/2003 11/10/2003 11/10/2003 11/12/2003 12/3/2003 5 5 5 7 28 12/3/2003 1 1 28 1 12/3/200 28 47190 47465 48110 60145 80680 80190 78550 Inspector(s): Mark McBride Tested by: Mark McBride Size (in) 4x8 4x8 4x8 4x8 Dia (in) Surface Area Strength (psi) 4.02 1 4.02 4.02 4.02 4x8 4.02 4x8 4x8 Michael Craig Reviewed by: 4.02 , 4.02 12.69 12.69 12.69 D2.69 12.671 F670 1 L_12.67 6330 1 L12.67 1 3740 3790 4740 [ 6200 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, inc. n:ii.xf.ul.�e.,dr't:ia:.861• •' �_ti.462� <Ji3«KFne�i::a: �3: Pw w�txkwi�.a?tra*4ik`:�k'.:; Tett,-"r+twe MAYES TESTING ENGINEERS, INC 1"^arreY • CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 12-10-03 D03-128 Original: 0 Revised: ❑ Air Temperature: 49 ° F Weather: Cloudy Product: Concrete Supplier: Stoneway Ticket Number : 365015 MixDesign ID : 5950-a Sample Temp. (ASTM C1064) 62°F Slump (ASTM C143) 6.5" {Water / Cement Ratio: FIELD DATA (ASTM C31 and C172) Entrained Air (ASTM C231) Date Received 0.354 11-11-03 Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,961.1Ibs 1,249.6Ibs 552.7 lbs 109.1 lbs 234.3 lbs 26.5 Oz 13.1 Oz {Design Strength (Pc): 5000 at 28 days {Placement Location and Notes: j Level P-2 columns at grids 8/B, C, D, E and E.9; 9/E; 10.2/E; and 10.2/D. Sampled at 11 of 11 cubic yards placed. Date Made Sample # 11/10/2003 11/10/2003 11/10/2003 11/10/2003 Remark: 0043 0043 0043 0043 FC - Field Cure Lab # 0197 0198 0199 0200 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 4ge (day) Load (lbs) 11/17/2003 12/8/2003 12/8/2003 1 12/8/2003 7 28 28 , 28 50760 65070 r 66365 63865 Inspector(s): Mark Rossow Tested by: Mark McBride Size (in) Dia (in) 4.02 L4.02 1 4.02 4 x 11_1 4.02J 4x8 4x8 4x8 Reviewed by: Surface Area Strength (psi) 1-1-2.68 12.69 12.69 12.62_1 4000 5130 1 5230 5030 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. opt 11/20/2003 , 0046 , MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 12-10-03 D03-128 Original: 0 Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C 1064) 37 °F Rain Concrete Stoneway 367196 5950-a 63 ° F Slump (ASTM C143) 7" Water / Cement Ratio: 0.333 FIELD DATA (ASTM C31 and C172) Entrained Air (ASTM C231) LDate Received 11-21-03 i Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Daraset Design Strength (tic): Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,962.2Ibs 1,252.EIbs 556.0 lbs 110.0 lbs 221.8 lbs 26.4 Oz 13.2 Oz 43.0 Oz 5000 at 28 days [Placement Location and Notes: Level P-2 PT slab pour #1 between grids 2 and 7.5 from A to F. Set #1 cast at 64 of 621 cubic yards placed. Date Made Sample # L 0046 -FC 11/20/2003 11/20/2003 0046 -FC 11/20/2003 0046 11/20/2003 0046 11/20/2-00-31 1.y Remark: 0046 FC - Field Cure Lab # 0209 0210 0211 0212 0213 0214 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 4ge (day) Load (lbs) 11/24/2003 11/25/2003 I 112/1/2003 12/18/2003 12/18/2003 112/18/2003 I 4 5 11 28 28 28 36850 41125 69760 r Inspector(s): Mark McBride Tested by: Mark McBride Size (in) 4x8 4x8 4x8 4x8 4x8 4x8 Chris Pratt Reviewed by: Dia (in) Surface Area Strength (psi) 171.-0-21 12.71 I L 2900 4.02 4.02 12.69 32401 12.69 r 5500 �2- Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. iGn`eiti MAYES TESTING ENGINEERS, INC Project : Client: Contractor • CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters Sabey Corporation Sabey Construction Project No: E3187 Permit # (s): Issued on: 12-10-03 D03-128 Original: 0 Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C 1064) 40 ° F Drizzle Concrete Stoneway 367229 5950-a Slump (ASTM C143) 63°F 6.75" FIELD DATA (ASTM C31 and C172) LEntrained Air (ASTM C231) [Water / Cement Ratio: [Date Received L 11-21-03 0.339 [Placement Location and Notes: Level P-2 PT slab pour #1 between grids 2 and 7.5 from A to F. Set #2 cast at 201 of 621 cubic yards placed. Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water W RDA -64 ADVA Daraset Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,946.EIbs 1,253.7Ibs 548.2 lbs 110.0 lbs 223.3 lbs 26.5 Oz 13.1 Oz 42.7 Oz Design Strength (?c): ! 5000 at 28 days Date Made Sample # 0047 -FC 1 11/20/2003 11/20/2003 11/20/2003 11/20/2003 11/20/2003 0047-R1 0047 0047 0047 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Lab # Dale Tested 4ge (day) Load (lbs) 0215 0216 0217 0218 0219 11/20/200311 0047 1 ( 0220 Remark: FC - Field Cure 11 /24/2003 11/25/2003 12/1/2003 12/18/2003 12/18/2003 4 5 11 28 1 28 112118/2003j L28 35685 40865 68110 Inspector(s): Mark McBride Tested by: Mark McBride Size (in) Dia (in) Surface Area 4x8 4x8 4x8 4x8 4.02 4.02 4.02 L4 x8 4x8 Chris Pratt Reviewed by: J 12.71 L 12.69 12.69 Strength (psi) 2810 1 3220 1 5370 J Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. 'mow ItYvaftll 36070 , MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 12-10-03 D03-128 Original: El Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 39 ° F Drizzle Concrete Stoneway 367277 5950-a Sample Temp. (ASTM C1064) l 63° F Slump (ASTM C143) 6.5" Water / Cement Ratio: 0.340 FIELD DATA (ASTM C31 and C172) Actual I Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Daraset Entrained Air (ASTM C231) Date Received 11-21-03 Design Strength (Pc): Everett O/iice 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,962.2Ibs 1,253.3Ibs 549.0 lbs 110.0 lbs 224.3 lbs 26.4 Oz 43.13.20 OOzz 5000 at 28 days [Placement Location and Notes: i Level P-2 PT slab pour #1 between grids 2 and 7.5 from A to F. Set #3 cast at 350 of 621 cubic yards placed. Date Made Sample # 11/20/2003 111/20/2003 k/20/2003 11/20/2003 0048 -FC 0048 -FC 0048 0048 11/20/200-31 11/20/2003 Remark: 0048 1 0048 FC - Field Cure Lab # 0221 1 0222 1 0223 0224 0225 0226 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 4ge (day) Load (lbs) 11/24/200L1 11/25/2003 L 12/ 1 /2003 12/18/2003 12/18/2003 12/18/2003J 4 5 41925 11 L28J 28 28 L_69055 Size (in) 4x8 4x8 4x8 Dia (in) Surface Area Strength (psi) 4.02 , 4.02 1 12.71 12.69 2840 3300 4.02 I [ 12.69 J L54401 4x8 4x8 4x8 Inspector(s): Mark McBride Chris Pratt Tested by: Mark McBride Reviewed by: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. F 1 4.41. n4ned...,;114•44(4C4LUtAliailiatai•a• 11/20/2003 MAYES TESTING ENGINEERS, INC `l Si il�wli t17g,' :xri�fY36LDf.�t'y+• ... `.p....i.l�i.�n� . CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 12-10-03 D03-128 Original: d❑ Revised: ❑ Air Temperature: 43 ° F Weather: Drizzle Product: Concrete Supplier: Ticket Number : MixDesign ID : Stoneway 367337 5950-a Sample Temp.Slump (ASTM C1064) [(ASTM C143) FIELD DATA ASTM C31 and C172) Actual � Mix Proportions: Entrained Air (ASTM C23I) 60 ° F 6.5" Water / Cement Ratio: [Date Received 0.340 11-21-03 [Placement Location and Notes: j Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Daraset Design Strength (t'c): Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,961.11bs 1,249.2Ibs 552.7 lbs 110.9 lbs 225.8 lbs 26.5 Oz 13.1 Oz 42.7 Oz 5000 at 28 days Level P-2 PT slab pour #1 between grids 2 and 7.5 from A to F. Set #4 cast at 507 of 621 cubic yards placed. Date Made Sample # Lab # 11/20/2003 11/20/2003 11/20/2003 0049 -FC 0049 -FC I 0049 [11/20/2003 IL 0049 J 11/20/2003 Remark: 0049 0049 FC - Field Cure 0227 0228 0229 0230 0231 0232 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 4ge (day) Load (lbs) 111/25/2003 11/25/2003 L12/1/2003_j 12/18/2003 12/18/2003 12/18/2003 5 5 11 28 28 28 41120 40985 67605 Size (in) 4x8 4x8 4x8 4x8 4x8 4x8_1 Inspector(s): Mark McBride Chris Pratt Tested by: Mark McBride Reviewed by: Dia (in) Surface Area Strength (psi) 4.02 4.02 4.02 12.69 12.69 12.69 L 3240 3230 5330 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. W4 k4 4x8 , MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 12-10-03 D03-128 Original: El Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 43 ° F Cloudy Concrete Stoneway 366034 6352-a Slump ' Entrained Air (ASTM C143) (ASTM C231) FIELD DATA (ASTM C31 and d C172) Actual Mix Proportions: 64 ° F 6" [Water / Cement Ratio: [Date Received' 11-15-03 0.347 Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I & II Fly Ash Water WRDA-64 ADVA [Design Strength (t'c): Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,915.7Ibs 1,219.4Ibs 597.0 lbs 111.0 lbs 245.8 lbs 35.4 Oz 14.0 Oz 6000 at 28 days [Placement Location and Notes: j Level P-2 shear walls on 9 line from C to D and on C and D lines from 9 to 9.4. Level P-2 columns at grids 10.2/C, 10/B and 9/B. Sampled at 20 of 45 cubic yards placed. Date Made Sample # 11/14/200-31 11/14/2003 11/14/2003 11/14/2003 Remark: 0044 0044 0044 0044 FC - Field Cure Lab # 0201 0202 0203 0204 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 4ge (day) Load (lbs) 11/21/2003 12/12/2003 { 12/12/2003 12/12/2003 7 28 28 28 86475 Size (in) 4x8 4x8 4x8 Inspector(s): Mark McBride Tested by: Mark McBride Reviewed by: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. Dia (in) Surface Area Strength (psi) 4.01 12.63 6850 yuw".r4"+1tt+t� rsr w"++++�rrmr H'v>trr>,s g mast MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 115 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / 003-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 1/16/04 Cloudy Lab, R/S N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include logging reports into the onsite computer database, retrieving test samples from the field cast on 1/15/04, introducing samples into water bath cure tanks and transporting equipment and a copy of the concrete database to the main office for calibration and downloading for review and distribution respectfully. Inspected rebar for a final clearance inspection after form closure for Level P1 shearwali and pilasters on A-line from 5 to 7.5. Clearances are found acceptable. Okay to place concrete scheduled for Monday, 1/19/04. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: sha, P.E. cc: Bldg Dept -City f Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McD• - d -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. INSPECTOR: Mark McBride K.tCcxii 41tiLf,:.si i4 ai .0.46. " 59:': .:.,p:F, ::;e. 4,1,4 ' • *A" • MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 116 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 1/19/04 Partly cloudy Lab, R/S, R/C (4) 4x8" Everett Office 917 -134th Street SW Suite A•1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 tax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include logging reports into the onsite computer database and transporting calibrated equipment from the main laboratory to the site lab. Performed final inspection of rebar prior to placing concrete for Level P1 shear wall and pilasters on A-line from 5 to 7.5 and slab on grade between grids B and E.9 from 11 to 13. Contractor placed 90 cubic yards Stoneway concrete mix #4356-a (4000 psi requirement) at above locations by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Mark McBride f/ REVIEWED BY.//_ .�....�/ .. ��• .10 alusha, P.E. cc: Bldg Dept -City ' f Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McD. .Id -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 117 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 1/20/04 Partly cloudy Lab, RIS N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing, logging reports and test results into the onsite computer database, retrieving test samples from the field that were cast on 1/19/04, and introducing samples into water bath cure tanks. Inspected rebar prior to closing forms for Level P1 shear walls and pilasters on E.9 line from 2 to 3.8 and on 2 -line from A to E.9. Okay to close forms. A final inspection is required prior to concrete placement. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: INSPECTOR: Mark McBride cc: Bldg Dept -City o Theodore McDo Iusha, P.E. Tukwila, R rph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Id -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. 1EFR i r MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 110 Date: Weather: Inspection: Samples cast: E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 01/09/04 Cloudy Lab, PT stressing None 4-) Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include logging reports into the onsite computer database and retrieving test cylinders from the field that were cast on 1/8/04 and introducing samples into water bath cure tanks. Monitored the stressing of post tensioning tendons for Level P1 PT slab, pour #3, between grids A and F from 2 to 7.5. Verified the use of calibrated equipment and gauge pressure. Actual tendon elongations were measured and recorded on a Post Tensioning Stressing Record. All tendons are stressed by the end of the day. Stressing records will be compiled and given to the project superintendent to forward to the engineer of record for his review on Monday, 1/12/04. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY. cc: Bldg Dept -Ci Theodore M INSPECTOR: Mark McBride alusha, P.E. ukwila� "alph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Wald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. 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PI s? /0" 'le 7i>c/h d, c% e'i n ,� /, 2-55-. / ))fr235/ /351e c73/y --W . �� /..73W3'�z /3*- c)5/l '�v /73/F z:3 -3/(f/ W /0 (l �s� 133e )_-31/7., /3'/�- 9 71 VII? -.)-s-7 / /3'/yz-3' / 3/Jy /0 0 12v4) / 53fe ...311z. / 3"/ C,7'7--i/d i / 3,? 2-3,/y /';'---7//y ti/Y ^ //Y 2,c‘72-- / 3 3/7 2- 3'k- /3//z.- 1/y _yr 2rs2 3 /53R -33)s / 3)? /0 0 3 647 / 5'/2 2;3 /12. / 3'/.- 10 0 ;,) 617 I3,12_ 2 35IY / 3 stay q71 "Ili i7 / 3 '// 221/y / 3* /0 r `l 151/2, �-�'12 / 3"/'' 0 c) 2_,10 /33-/d z�l /33/y 97II - rk All j3'ly 2.�3 137, 77J _lir j ___ _-- NV ' / 33) 1,-513/3S7i '3/1 4 -1// MAYES TESTING ENGINEERS First End Second End Page \ of / Sequence No. Tendon ID Tendon Length Calc 6 Actual A Tolerances +1• Gross A Mark A Net A Gross A Mark A Net 6 Comments 2-23 /01 13 '/ /-3'/2, --.7s," _,_•3cle loP 1-55-ir 911a7 /0" -ge Ct1/.71- ash (LI 1 5 1.. 7--3 1.3 \ it I, .• /9_,Dp --:_l '..*-1(.. .,. ,-',....- ) Nth? 1 .. l Lt /1f . ., .-- --)1 i . f 7 I, I Li 1 V 1 v. __,-.**. ' ' -., \ (.• • IL. MAYES TESTING ENGINEERS " M..007 H. , lol a • • z 611 6 -J 0 O 0 CO U1 1.1J —i uj 0 2 g n- u. a cn -± 131 z o z 1— uj 0 O (-9- o L11 iu • 0 LI 0 UJ O (/) i= MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 111 Date: Weather: Inspection: Samples cast: E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 01/12/04 Cloudy Lab, PT, R/S None Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 tax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include logging reports into the onsite computer database and transporting equipment to the main office lab for repair and replacement. Compiled stressing data from yesterday's stressing operations of Level P1 PT slab pour #3 between grids A and F from 2 to 7.5. Post Tensioning Stressing Records were then copied and distributed to the project superintendent to forward to the engineer of record for review. Inspected rebar prior to closing forms for Level P1 columns at grids E/4, 5, 6 and 7. Rebar is placed per column schedule on S4.1. A final clearance inspection is required prior to placing concrete. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY' Galusha, P.E. cc: T1�f Tukwila, McD dngi eers Northwest, Dave L ng Sabey Construction, Bob Brott- Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 112 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 1/13/04 Occasional Rain Lab, Rebar N/A AL Performed lab duties, including logging reports into the onsite computer database and transporting repair equipment from the main office lab to the site and re -installed. Everett Office 917•134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax. 503.281.7579 Inspected rebar prior to closing forms for level P-1 shear walls on 6 and 7 lines from C to D and on C and D lines from 5.4 to 7. Rebar is placed per elevations on S5.2, S5.4 and S5.5. A final clearance inspection is required prior to placing concrete. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. 4r REVIEWED BY: * // AN, , ark • . . usha, P.E. INSPECTOR: Mark McBride cc: Bldg Dept -City • Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McD ald-Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. r44 MAYES TESTING ENGINEERS, INC. • MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 113 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 1/14/04 Rain Lab, Rebar N/A Everett Office 917-1341h Street SW Suite A•1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.564.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed lab duties, which included testing samples scheduled for testing, and logging test results and reports into the onsite computer database. Inspected rebar prior to closing forms at the following locations: Level P-1 shear walls and pilasters on E.9/F line from 3.8 to 7.5 and on A-line from 4 to 7.5; Level P-1 walls on B and E.9 line from 11 to 13, and 13 -line from B to D.9; and Level P-1 columns at grid B/6 and 7. Rebar is placed per plan elevations and details. A final clearance inspection is required prior to placing concrete. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY. /mss r ar "lusha, P.E. cc: Bldg Dept -City Theodore McD INSPECTOR: Mark McBride f Tukwila, -alph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Id -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. 9: MAYES TESTING ENGINEERS, INC, MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 114 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA 003-128 / 003-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 1/15/04 Cloudy Lab, R/C (9) 4x8" wL Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 tax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 tax 503.281.7579 Performed lab duties, which included testing samples scheduled for testing, and logging test results and reports into the onsite computer database. Inspected rebar for a final inspection prior to placing concrete at the following locations: Level P-1 shear walls on grids 6 and 7 from C to D, and C and D lines from 5.4 to 7; Level P-1 columns at grids E.9/5, E/4, E/5, E/6, E/7, B/6 and B/7. Contractor placed (90) cubic yards of Stoneway mix #7550-a, 10,000psi requirement, by pump and consolidated mechanically. One sample of concrete was taken and (5) test cylinders cast. Inspected rebar for a final inspection prior to placing concrete at the following location: Level P-1 shear walls and pilasters on E.9/F line from 3.8 to 7.5; Level P-1 shear walls on B and E.9 line from 11 to 13, and on 13 -line from B to E.9. Contractor placed (112) cubic yards of Stoneway mix #4356-a, 4000psi requirement, by pump and consolidated mechanically. One sample of concrete was taken and (4) test cylinders cast. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: cc: Bldg Dept -City Theodore Mc ark lusha, P.E. INSPECTOR: Mark McBride f Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, onatd-Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. dYu`li.'R.i.wie:.v:u'v iC•T4`•iJie :. .. 1:' tiSTSy'�*K! MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 118 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 1/21/04 Partly cloudy Lab, R/S N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Inspected rebar prior to closing forms for Level P1 shear walls on C and D lines from 3.6 to 4.3 and on 4 -line from C to D. Rebar is placed per shear wall elevations on S5.2, S5.4 and S5.5. Okay to close forms. A final clearance inspection is required prior to placing concrete. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: ark A.vdalusha, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore Mc onald-Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. INSPECTOR: Mark McBride 'i°c�^J,f?i't;Mt?dn`lt'4Ffit:N «7 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 119 Date: Weather: Inspection: Sample(s): E3187 0 -AQ - DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 1/22/04 Partly cloudy Lab N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425142.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing, logging reports and test results into the onsite computer database and cleaning testing equipment for future use. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Date: Weather: Inspection: Sample(s): 1/23/04 Cloudy Lab, R/S, PT N/A INSPECTOR: Mark McBride Performed laboratory duties that include testing samples scheduled for testing, logging reports and test results into the onsite computer database and cleaning testing equipment for future use. Inspected re -steel prior to closing forms for Level P1 columns at grids 3/B, 4/B, 2.8/C, 2.8/D and 2.8/E. Re -steel is placed per column schedule and details on S4.1. A final clearance inspection is required prior to placing concrete. Began preliminary inspection of rebar and post tensioning tendons for 1st floor PT slab between grids 7.5 and 13 from A to F. Bottom mat, wide shallow beams and banded tendons are being installed. Installation and inspection of elements is to continue. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED B Ma k .Ga usha, P.E. INSPECTOR: Mark McBride RECEIVED FEB - 2 2004 BUILDING DEPARTMENT cc: Bldg Dept -City of T kwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore Mc I on . d -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 120 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 1/26/04 Cloudy Lab, R/S, R/C (9) 4x8" Everett Office 917 -134th Street SW Suite A•1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E•2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Inspected rebar for final clearances prior to concrete placement for Level P1 shear walls on C and D lines from 3.6 to 4.5 and on 4 line from C to D, and Level P1 columns at grids 3/B, 4/B, 2.8/C, 2.8/D and 2.8/E. Clearances were found acceptable after some minor adjustments. Contractor placed 60 cubic yards Stoneway concrete mix #7550-a (10,000 psi requirement) at above -referenced locations by pump and consolidated mechanically. One sample of concrete was taken and five test cylinders were cast. Performed final inspection of re -steel prior to concrete placement for Level P1 shear walls and pilasters on A-line from 2 to 5, E.9 line from 2 to 3.8, and on 2 -line from E.9 to C.5. Contractor placed 72 cubic yards of Stoneway concrete mix #4356-a (4000 psi) at these locations by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED B • sha, P.E. INSPECTOR: Mark McBride RECEIVED -- 2 2004 BUILDEPARTMENT T cc: Bldg Dept -City • Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McD • • :Id -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. Sii' tIrltP v rtrfeA:4 ,th9 ��`S.'":ie,'w^r4=1i';C'JM,-b'.inYid'+t'ik?MPftn!'4'.tik.'t✓'7 J^H'.•KtQY 3.3ewrW'�.ftkw;, Aorffintoseise MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 121 Date: Weather: Inspection: Sample(s): E3187 \.�{ DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 1/27/04 Cloudy Lab, R/S, PT N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing, logging reports and test results into the onsite computer database, retrieving test samples from the field that were cast on 1/26/04, and introducing samples into water bath cure tanks. Continued preliminary inspections of reinforcing steel and post tensioning tendons for 1st floor PT slab between grids A and F from 7.5 to 13. Elements are being installed per approved structural plans, shop drawings and revisions. Installation and inspection of elements is ongoing. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: A alusha, P.E. cc: Bldg Dept -City o Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDon- d -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. INSPECTOR: Mark McBride RECEIVED FEB - 2 2004 BDEPARTMENT w'�:iu-_�,ik��•iixl `uuw�i:r':`a:idi' G"idS'"bisii�idk:Ydw�ii!1�S1,ia; MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 130 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 02/09/04 Fog, clearing Lab, R/S Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include logging reports into the onsite computer database and cleaning testing equipment for future site use. Inspected re -steel prior to closing forms for first floor columns at grids 8/E.9, 9E.9, 10/E.9 and 11/D, E and E.9. Rebar is placed per the column schedule and details on S4.1. Okay to close forms. A final clearance inspection is required prior to placing concrete. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: ark A. alusha, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore Mc i • ald-Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. INSPECTOR: Mark McBride MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 122 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, Wk C4` D03-128 / D03-129 (City of Tukwila) ��0 40 ,4'4404;76 4oi Sabey Corporation Lance Mueller and Associates WK Engineers Northwest, Inc. Sabey Construction 1/28/04 Cloudy Lab, R/S, PT N/A Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Oflce 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland ONlce 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Installation and inspections of reinforcing steel and post tensioning tendons continues for the 1st floor PT slab between grids A and F from 7.5 to 13. Elements are being installed per contract documents. By day's end, two items were incomplete and addressed to the ironworkers for completion. These items will be corrected tomorrow. Deck needs to be cleaned, which will also be completed tomorrow, 1/29/04. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED B • ark A. G Iusha, P.E. INSPECTOR: Mark McBride cc: Bldg Dept -City • kwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 123 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 1/29/04 Cloudy Lab, R/S, PT, R/C (4) 4x8" uta Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 tax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include logging reports and test results into the onsite computer database. Performed final inspections of reinforcing steel and post tensioning tendons for the first floor PT slab between grids A and F from 7.5 to 13. The two incomplete items have been completed. All items are now in place per the approved contract documents. This PT slab is now ready to receive concrete scheduled for placement tomorrow, 1/30/04. Inspected rebar for a final inspection prior to placing concrete for Level P-2 closure pour strip on 7.5 line from A to F, Level P-1 northwest and southwest exhaust shaft walls and Level P-1 shear wall and pilasters on 2 -line from A to C.5. Contractor placed approximately 50 cubic yards of Stoneway concrete mix #5950-a (5000 psi requirement) at the above referenced locations by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: ark . :Iusha, P.E. INSPECTOR: Mark McBride RECEIVED FEB - 9 2004 BUILDING DEPARTMENT cc: Bldg Dept -City o T kwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDo - Id -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. 'n�"R,r §to..,��crra^t»tssNaao�mr+,?�q, 1.7enr.•a .rn MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 124 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 1/30/04 Cloudy PT deck pour (28) 4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Monitored placement of 680 cubic yards of Stoneway concrete mix #5950-a (5000 psi requirement) for the first floor PT slab between grids 7.5 and 13 from A to F. Concrete was monitored at both points of discharge for slump and mix design verification and at the point of placement for any displaced items to be corrected. Concrete was placed by two pumps and consolidated mechanically. Five samples of concrete were taken and six test cylinders were cast from each (four lab cures and two field cures). A thermocouple system is provided to the contractor for field cured cylinders. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Date: Weather: Inspection: Sample(s): 1/31/04 Cloudy Lab N/A INSPECTOR: Mark McBride, Chris Pratt, Paul Myers Performed laboratory duties that include logging reports into the onsite computer database, retrieving test samples from the field cast on 1/30/04, and introducing samples into water bath cure tanks. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: ar alusha, P.E. INSPEC EC IV cEBrDe FEB — 9 2004 BDEPARTMENT cc: Bldg Dept -City e f ukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDo aid -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. ,;;; • T moi: :7=' •., �. �. .xray z w re2 0 O 0 rnco LLI LL/ t-- N LL w 0 2 7.1 =• a z= 1- 0 w ~ Lu U� O — CIff wW 0 uiZ U= 0 z MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 125 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03.128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 02/02/04 Cloudy Lab, PT N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Set up Post Tensioning Stressing Records for the first floor PT slab between grids A and F from 7.5 to 13 in preparation for stressing scheduled for tomorrow, 2/3/04. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: alusha, P.E. INSPECTOR: Mark McBride RECEIVED FEB - 9 2004 DEPARTMENT cc: Bldg Dept -City •f ukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 129 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / 003-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 02/06/04 Rain Lab, R/S, R/C (4) 4x8" Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Performed final inspection of rebar prior to placing concrete for first floor shear walls on C and D lines from 9 to 9.4 and on 9 line from C to D, and first floor columns at grids 8/B, C, D, E; 10/B; 10.2/C, D, E; and 11/B and C. Contractor placed 86 cubic yards Stoneway concrete mix #6352-a (6000 psi required) at above referenced locations by pump and by crane and bucket and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Date: Weather: Inspection: Sample(s): 02/07/04 Cloudy Lab N/A INSPECTOR: Mark McBride Performed laboratory duties that include logging reports into the onsite computer database, retrieving test samples from the field that were cast on 2/6/04, and introducing samples into water bath cure tanks. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY ark • a usha, P.E. INSPECTOR: Mark McBride. cc: Bldg Dept -City o Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDo al =Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. �RGiYvs°""rM'!ntRKT'.x�*p�x,N:!'�t�:'xFRwretN;t•.sVal- +Z��nM,y��i +:r MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 128 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 02/05/04 Cloudy Lab, PT, R/S N/A Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281,7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Stressing operations continue for the first floor PT slab between grids A and F from 7.5 to 13. Monitored the tensioning of tendons at above referenced location. Verified the use of calibrated equipment and gage pressures. Actual tendon elongations were measured and recorded on a Post Tensioning Stressing Record (attached). At the completion of stressing operations, Post Tensioning Stressing Record was complied and submitted to the general contractor to forward to the engineer of record for review. Inspected rebar prior to closing forms for first floor shearwalls on C and D lines from 9 to 9.4 and on 9 -line from C to D. Rebar is placed per elevation details S5.2, S5.4 and S5.5. Okay to close forms. A final clearance inspection is required prior to placing concrete. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: aark a . usha, P.E. cc: Bldg Dept -City of 1 f wila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. INSPECTOR: Mark McBride •tl:.0...," ,' 4L�L7770/0 r) D-4 LIZ/ 13b/ Z J J4 Post -Tensioning Stressing Record 7 Project: � � � fbm? 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'/z. i 0 t a--7 ?'/ j ('Jv �'-YY, 9 7// •-// r7 eif 111e 1s2:P/y y 1_2_1 _ f -9-e Th's?, r31i /D 0 13 6) e 'l7/ , ig.3/Y 3A/ 9 3/ -1/Y Y !.,I f'l� )°?_iy rY''7 Y `"ray J, i3z tisS w 1 3.3 1p`2 t 17 3#1 -4)6 riga le31f If -3/(( "717 '1e 76c.l ded o IN -' j i n< PV X /6/ /(3/y se3/y g -/y .- /Y f 3 .5- 8; :`lY r3 -3/? /�sl� P;93/ 01 eh., 1827y F3iy cr, `'/y J -5-s7 s7cJe 'Jy 174 7 `' IT 13 c1 �/� /,'33/, Y / ( 93/ /`/ 'fa ' 751e_ ,ly , '3 /c ��____. - MAYES TESTING ENGINEERS J 42525yybfb 02/06/2004 First End Second End Page of MAYES TESTING ENGINEERS Z 1- W �QQ � JU O 0 ND w J H w 0 2 =• d Ill Z= F— 0 w~ U0 ON c) LU w DC 0 IL 8 Ill U= }— z a�� Sequence Tendon ID Tendon Length Ca3c 0 Actual A Tolerances 4/. Gross A Mask A 10' Net D 13/y93`�: Gross d Mark A /O" Net A j4'al Comments TJ. ?'?'i el Bh E11 i -e LN,o. 1 L1 j /D 7 r /Oh" '7 2- s-Jgi)f3Ty /6''/m_ )'/Y / 0 0 1 � 3 (5 1693/Y Y3/Y V .3 --W J ( (1 (3)7 jY8? 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Z o `/2 10/IV / 0 0 In 11 /OW Z -05V lorl, 10 0 rey pi?, .z.05)7 /0s1. T -/f ?9 03 7a- oj/ /0 111 0 /70 11U1111111 0 rl, i' 2 03 fo -3_11 UFA i - , MAYES TESTING ENGINEERS V": Z a • w O O 0 rno Cr) ill WI W W =a 1— W Z= I— 0 Z in~ p coU O I - W W 1— Z w U= O z t7L/ t7b/ LOCJ4 First End Second End Page _7 of 1 MAYES TESTING ENGINEERS Z ,._z • W Oia U O U o w w J = Wcoo =a W Z= Wo U0 �_ c u - WW !.`-•o wZ U N P O ~ Z vim Sequence No. Tendon ID Tendon Length Calc A Actual A Toeranoes +1- Gross A Mark A Net B Gross a Mart A Net 0 Comments 9 ( k 3/11` )o3/y 14:73r Jo" /6'ly 10 tor' 0 , as: a D Ain,e. 61 z OW 703/y /0 YY Q'lF • .-w l93 io'1 7z,q )0 117. to 0 1 9 (f I037. D3 /l7W /0 0 19C /0/ /0 7-7. /0 0 / 9 Ins . zos7: los . 10 o 197 /v'lz zoo plz, /0 0 9Y /0 qz— /0cr 97tif C /o 3 03/ 97[x► -if? Z) v /0'11- 00 77_, )0'/z- ID � l /03/e 2e2Y lo'h 9717 ''l? 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J7 z.2._..-3f93/y 3k 1°.3/ JO Z.37-&*( d' �D"� 1 /0' - / 0 7-25- (o'/ - zo3/11 /03/Y 9 3/ .-O -z 2L 10317 1,0'I7, /0'17, 9' IF '17 7.:2___-7-1 _. 1 'lz Zo'lz~ /o 97, / v 0 Z.22 -"f ° -0o3/y 1t,31y ' 9W.- -9722_1 , _r ids' 1 1,031? 1os17 /0 0 2-30 /0'/z- Zo'l. Jo '/z z J v 2:3 ( ✓%� o - S X0 5 ' /orle' i 0 c2 � 2- . ' „,3/y io3/y / 0 a z..:33 r/ 3/Y 7.03/y, A23/y /0 0 2 3`f /o9 ' 'Pig" zS S r/ r' 1 gr3// j/Y °'I -'(? ',to) ) 6,1 /t'n-e-. f3/y Jr'? �iv 97f ? . -ti? `.-3 7--3iz if f �' /z- /0 0 z- 5-7 e.3) /S3/y1 g'3/r 1 L c) 2 '' S1�' l�`' ' ''1? 9 3/y �.'j giiz, /0 oto ' 31z )&13k e3/t: 10 MAYES TESTING ENGINEERS 4252nT3 /d m m 02/06/2004 First End Second End Page (( of l • Sequence No. Tendon ID Tendon Length Calc 0 Aclual L Tolerances +1. Gross 0 Mark 0 Net A Gross A Mark 0 Net c1 Comments 9 { /011 '3)g" V '_ s% " J ' y /0" r3h `)7W la" -'[g ( ,-, 'an�� 0 j; p' . 24-D— �lv fg 3� , /0 P '2 Lt \ /it?, 1g ' '3i�` % 3/ y `�f . 2 �t �t fl 1 z 1 l� / �3. l 0 a� y V if* 3 3 ?Ply ly /0 c� 1 , i I/P�MlUe� ��aY ��.mf��r�'�•�sss.nv. MAYES TESTING ENGINEERS s 1 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 126 Date: Weather: Inspection: Sample(s): E3187 FFB /1,z-hoDHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WAI)8041Z 3200z D03-128 / D03-129 (City of Tukwila) 2,,A1F<oPNiir Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 02/03/04 Cloudy Lab, PT N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Tested two field -cured cylinders prior to commencing stressing operations for the first floor PT slab between grids A and F from 7.5 to 13. Strengths are 2690 and 2820 psi, which falls short of the 3000 psi minimum strength required to transfer stress. Rich Gardner of Sabey was informed of test results and stressing was re -scheduled for tomorrow. Transported site lab equipment to the main office laboratory for calibrations and regular maintenance. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: INSPECTOR: Mark McBride cc: Bldg Dept -City o Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDon-td-Englneers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 127 Date: Weather: Inspection: Sample(s): =K,77 -.77..,µ1.i1:.:. E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 02/04/04 Cloudy Lab, PT N/A Everett Office 917 -134th Street SW Suite A•1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Tested the remaining field cured cylinders prior to commencing stressing operations for the first floor PT slab between grids A and F from 7.5 to 13. Average strength is 3180 psi. Monitored the tensioning of tendons at this location. Verified the use of calibrated equipment and gauge pressures. Actual tendon elongations were measured and recorded on a Post Tensioning Stressing Record. Stressing is not complete by the end of the day and will resume tomorrow. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: cc: Bldg Dept -City Theodore McD ark A. sha, P.E. INSPECTOR: Mark McBride Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, in. d -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. r.M ..j� MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 154 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / 003-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 3/16/04 Cloudy Lab, stressing N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Monitored the stressing of post tensioning tendons for the 2"d floor PT slab between grids A and F from 2 to 6.5. Verified the use of calibrated equipment and gage pressure. Actual tendon elongations were measured and recorded on a Post Tensioning Stressing Record. At the completion of stressing, records were consolidated into one form and submitted to Sabey to forward to the engineer of record for review. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. REVIEWED BY: Z--7 Michael S. Dolder, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. INSPECTOR: Mark McBride P.' Post -Tensioning Stressing Record Project: 7)/11-5 Fej/40114 / el/v' 7 Project Location: -774 k J Ig Pour ID: Z �700,- I pour- - ? Equipment Set 41 Ram # '% -72- Gauge # / at? Calibration Date: /1- 6,-(23 General Contractor:54'hr Ce). -75 — 7 Date: 3f( 0 Inspector: c -,Er,` d� Equipment Set #2 Ram # Gauge # Calibration Date: Gauge Pressure: ( ?do Specified Concrete Strength: 5000 p5 Age of Breaks:ell cr4 y S Equipment Set #3 Ram # Gauge # Calibration Date: Strengths: 32- 'c) First End Second End Page / of I L Sequence Ho. 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Z° UID 052 0 I -- WW H0 ti O .• z W 0~ z First End Second End Page of ea Sequence No. Tendon ID Tendon Length Cale a Actual A Tolerances • /- Gross A Malt 6 Net A Gross A Mart A Wet A Comments -3/ 40 /3,' • / /Yy ti Nrr z -r IoIr 10 /C�r` 9 Rtio'.i�ci l�rt 7 1�fmitt 31 Y `IV ritY - 30 ) , `( , -.it{1 ) T ■ L MAYES TESTING ENGINEERS } i Z Q• Z _i 00 N0 (nW W0 J W? cod w z�. Z° UID 052 0 I -- WW H0 ti O .• z W 0~ z MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 131 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-2 / D03-129'(City of Tukwila) Sabdy Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 02/10/04 Fog, clearing Lab, R/S, R/C (4) 4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 tax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include logging reports into the onsite computer database. Inspected rebar for a final clearance inspection prior to placing concrete for 1St floor columns at grids 8/E.9, 9/E.9, 10E.9 and 11/D, E, E.9. Clearances are found acceptable. Contractor placed 12 cubic yards Stoneway concrete mix #5950-a (5000 psi requirement) into above locations by crane and bucket and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Date: Weather: Inspection: Sample(s): 02/11/04 Clear Lab, R/S, P/T None INSPECTOR: Mark McBride Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Performed preliminary inspections of reinforcing steel and post tensioning tendons for the first floor PT slab between grids 2 and 7.5 from A to F. Tendons are in place and accounted for per the PT shop drawings and S1.4 -PT and approved revisions. Reinforcing steel is being installed per S1.4 -R and detail callouts therein and approved revisions. Installation and inspections are in progress and a final inspection will be performed tomorrow, 2/12/04. To the best of our knowledge, items inspecte• this date are in accordance with approved plans and specifications. REVIEWED BY. Mar alusha, P.E. INSPECTOR: Mark McBride cc: Bldg Dept -Cit of T kwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore Mc a ... d -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 132 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA 003-128 /.DO3 129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 02/12/04 Clear Lab, R/S, P/T None Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.261.7515 fax 503.281.7579 Permit No. D03-128 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Performed final inspections of reinforcing steel and post tensioning tendons for the first floor PT slab between grids 2 and 7.5 from A to F. Tendons are profiled per the PT shop drawings and S1.4 -PT and approved revisions. Re -steel is installed per S1.4 -R and detail call -outs therein and approved revisions. Deck is cleaned of debris and is ready for concrete placement, which is scheduled for 2/13/04. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: cc: Bldg Dept -City Theodore McD INSPECTOR: Mark McBride - AAA gar lusha, P.E. f Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, on Ad -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. • MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 133 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03 -j. 9' City of Tukwila) Sabey CorporatOn Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 02/13/04 Clear Lab, R/C, P/T (30) 4x8" Everett Office 917 -134th Street SW Suite A•1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Monitored the placement of 865 cubic yards of Stoneway concrete mix #5950-1 (5000 psi requirement) for the first floor PT slab between grids A and F from 2 to 7.5. Concrete was placed by two pumps and consolidated mechanically. Concrete was monitored at both points of discharge for mix design verification and slump parameters. Concrete placement was also monitored at the point of placement for any displaced items. Six samples of concrete were taken and four test cylinders were cast from each, with two field cure cylinders cast from sets 1, 5 and 6. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Date: Weather: Inspection: Sample(s): 02/14104 Clear Lab N/A INSPECTOR: Mark McBride, Chris Pratt, Michael Craig Performed lab duties that include retrieving test samples from the field that were cast on 2/13/04 and introducing samples into water bath cure tanks. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: Iusha, .E. INSPECTOR: Mark McBride cc: Bldg Dept -City of kwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. .A.Yr'X••..44:61,,A'.74.". !.°04k,'"et`nm'{v MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 134 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / 1434-9 (City of Tukwila) Sabey Corpdation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 02/16/04 Rain Lab, R/S, R/C (4) 4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Inspected rebar prior to closing forms and placing concrete for first floor columns at grids F/7, F/6, E/2.8, E/4, E/5, E/6, E/7, E.9/3, E.9/4 and E.9/5. Rebar is placed per the column schedule and details on S4.1. Okay to close forms and place concrete. Contractor placed 22 cubic yards of Stoneway concrete mix #5950-a (5000 psi requirement) at the above referenced column locations by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: cc: Bldg Dept -City Theodore McD Galusha, P.E. INSPECTOR: Mark McBride f Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, ald-Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. t 44,0ttM:Si4.C.>+MKwtf.WNii'Y'dt!e40,574 AKSd,;t!9'b%rleMt;..rCxhutfi1, t01,140tri MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 148 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tuk , WA D03-128 / D03-129 (City of Tukwila Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 3/6/04 Pt Cloudy Lab N/A Alrt r POOli bF / ' 44IU Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed lab duties that include logging reports into the onsite computer database, retrieving test samples from the field cast on 3/5/04 and introducing samples into water bath cure tanks. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Date: Weather: Inspection: Sample(s): 3/8/04 Mostly Clear Lab, PT N/A INSPECTOR: Mark McBride Performed lab duties that include logging reports into the onsite computer database. Performed preliminary inspections of resteel and post -tensioning tendons of the 2nd floor PT slab between grids 2 -6.5/A -F. Installation of elements is in progress and is being installed per approved contract documents. Inspections and installation of reinforcing is ongoing. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY. alusha, P.E. INSPECTOR: Mark McBride cc: Bldg Dept -City o Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 149 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 3/9104 Showers Lab, PT, Rebar N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E•2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed lab duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Continued preliminary inspections of resteel and post -tensioning tendons for the 2nd floor PT slab between grids 2 -6.5/A -F. Installation of elements is in progress and is being installed per approved contract documents. Inspections and installation of reinforcing is ongoing. Inspected rebar prior to closing forms for 2nd floor shear walls on 7 -line between C and D and on C and D lines from 6.7 to 7. Rebar is found placed per approved contract documents. OK to close forms. A final clearance inspection is required prior to closing forms. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: Iusha, P.E. INSPECTOR: Mark McBride cc: Bldg Dept -City o ukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 150 Date: Weather: Inspection: Sample(s): • E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 3/10/04 Clear Lab, PT N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E•2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Continued preliminary inspections of reinforcing steel and post tensioning tendons for the second floor PT slab between grids 2 and 6.5 from A to F. Punch list items were addressed to the contractor and the ironworker foreman for correction. Items will be corrected and a final inspection performed tomorrow, 3/11/04. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Date: Weather: Inspection: Sample(s): 3/11/04 Mostly clear Lab, PT, R/C (4) 4x8" INSPECTOR: Mark McBride Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Performed final inspections of reinforcing steel, post tensioning tendons and embedded items for the second floor PT slab between grids 2 and 6.5 from A to F. Punch list items have been addressed and corrected. All elements appear to be per contract documents. Deck is cleaned and ready to receive concrete scheduled for placement on 3/12/04. Inspected rebar for a final inspection prior to placing concrete for second floor shear walls on 7 line from C to D and on C and D lines from 6.7 to 7. Contractor placed 41 cubic yards Stoneway Continued on page 151 REVIEWED BY: Michael S. Dolder, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. j,-MesrAs a zr.rwrA :f+*.�:rn:4`kRvr.:40M�"�f'.-:eyuA'.K'�w'.CN.tmn<r '•: .. ..: 1 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 151 E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Continued from page 150 concrete mix #6352-a (6000 psi requirement) by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Date: Weather: Inspection: Sample(s): 3/12/04 Cloudy Lab, PT, R/C (24) 4x8" INSPECTOR: Mark McBride Performed laboratory duties that include testing samples scheduled for testing, logging reports and test results into the onsite computer database, retrieving test samples from the field cast on 3/11/04, and introducing samples into water bath cure tanks. Monitored concrete placement for the second floor PT slab between grids 2 and 6.5 from A to F. Concrete was monitored both at the point of discharge (pump hopper) for mix design verification and slump parameters, and at the point of placement (deck) for any displaced item corrections. Contractor placed 487 cubic yards of Stoneway concrete mix #5950-a (5000 psi requirement) by pump and consolidated mechanically. Four samples of concrete were taken and (5) test cylinders were cast from each sample, with two additional field cure samples taken with sets 1 and 3. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. REVIEWED BY: INSPECTOR: Mark McBride, Chris Pratt Michael S. Dolder, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. :kSalsi�:rvn•:s�x,.�: ,, . MAYES TESTING ENGINEERS, INC. 11211111111MMIDIRMSZEB=r5112;r7.tiklarrif4 "' MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 152 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 3/13/04 Clear Lab N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include logging reports into the onsite computer database, retrieving test samples from the field cast on 03/12/04, and introducing samples into water bath cure tanks. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: Michael S. Dolder, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 153 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 3/15/04 Mostly Clear Lab, R/C, PT (4) 4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed lab duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Inspected rebar for a final inspection prior to placing concrete for 2nd floor columns at grids E/2, 2.8, 4, 5, 6; E.9/2, 3, 4, 5; F/6; D/2 and PT slab closure pour on the 1st floor. Rebar is placed per contract documents. Contractor placed (42) cubic yards of Stoneway concrete mix #5950-a (5000psi) at the above referenced locations by pump and consolidated mechanically. One sample of concrete was taken and (4) test cylinders were cast. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: INSPECTOR: Mark McBride Michael S. Dolder, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 170 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwi , WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 4/07/04 Mostly clear Lab, PT, R/C (4) 4x8" QP4rlr N7' Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E•2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include logging reports into the onsite computer database. Continued to monitor the stressing of post tensioning tendons for the third floor PT slab between grids 2 and 7.5 from B to F. Verified the use of calibrated equipment and gage pressures. Actual tendon elongations were measured and recorded on a Post Tensioning Stressing Record. At the completion of stressing, data was compiled and submitted to Sabey to forward to the engineer of record for review. Inspected rebar prior to placing concrete for third floor columns at grids B/2, 3, 4, 5, 6 and 7; C/2, 2.8; D/2, 2.8; and E/2. Rebar is placed per contract documents. Contractor placed 21 cubic yards of Stoneway concrete mix #5950-a (5000 psi requirement) at these locations by crane and bucket and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: Timothy G. B kerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. Yau"u. 19w" �y..: f .'ressn.75p>, w rx=anmv.; rtzsm a Post -Tensioning Stressing Record Project: Di/ 1 Q rlM �r 'c (1a✓ k E 3/f -7 Project Location: /Lrl),' (J 4 r Pour ID: . Pc;zP , / pC.# 4 Equipment Set #1 Ram# "? L Gauge # 1? 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Z w U= o Z First End Second End Page f C., of / Sequence No. Tendon ID Tendon Length Calc A Actual A Tolerances +1- Gross A Mark A Net A Gross A Mark A Net 0 Comments '&(' f/?` i'1�q'' i3'1(/ 71e" 2 3 /d'' fo'ly /o" 6,7-/-, ?ck, de I00 E:9/A-e. 3 _2 13 3/ 2:31/2. fo'laf &S;7 )3 3/Y 7;33/ to Lr j 7231/2_lo 3`7c_) 3'/Z :335/1'h_ 2-377- (0 ul o,1 ULTJJ J Lxk ? /33/y z3 4 to 3 YZ :2 3'l z to /3'ler Z3'J8 /v 13'/7_ 2.3 3& /0 /7 . 331y 2-3 °►L /014 / j 3 '/L -" Z3 '/z (o .,- 1 MAYES TESTING ENGINEERS 8 Z W ce JU UO to J = � LL w 0 J LL< • a =• w ZF- 1— 0 - 1-o Z uj U� ot- wW U. .. Z w U= o Z MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 171 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 4/08/04 Mostly clear Lab, PT, R/C (4) 4x8" Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing, logging reports and test results into the onsite computer database, retrieving test samples from the field that were cast on 4/7/04, and introducing samples into water bath cure tanks. Performed final inspections of reinforcing steel and post tensioning tendons for the fourth floor PT slab between grids 7.5 and 11 from B to F. After punch list items were addressed and corrected, all items appear to be installed per the contract documents. Deck is ready to receive concrete, scheduled for placement tomorrow, 4/9/04. Performed final inspection of rebar prior to placing concrete for third floor shear walls on C and D lines from 5.4 to 7 and on 6 and 7 lines from C to D. Clearances are found acceptable. Rebar was inspected prior to form closure and is placed per contract documents. Contractor placed 79 cubic yards of Stoneway concrete mix #4356-a (4000 psi requirement) at above referenced locations by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: / "1g-j.c4ffA4,---- Timothy G. ckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 172 E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction Date: 4/09104 Weather: Mostly clear Inspection: Lab, PT, R/C Sample(s): (4) 4x8" Everett Office 917 -134th Street SW Suite A•1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing, logging reports and test results into the onsite computer database, retrieving test samples from the field that were cast on 4/8/04, and introducing samples into water bath cure tanks. Monitored the placement of concrete for the fourth floor PT slab between grids 7.5 and 11 from B to F. Concrete was monitored at the point of discharge (pump hopper) for mix design verification and slump parameters, and at the point of placement (deck) for correction of any displaced items. Contractor placed 362 cubic yards of Stoneway concrete mix #5950-a (5000 psi requirement) by pump and consolidated mechanically. Three samples of concrete were taken and four test cylinders were cast from each, with two additional field cure cylinders cast with samples sets 1 and 3. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride, Kevin Graham REVIEWED BY: %^ /% Timothy G. kerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 173 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA 003-128 / 003-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 4/12/04 Partly cloudy Lab, PT, R/C None Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing, logging reports and test results into the onsite computer database, retrieving test samples from the field that were cast on 4/9/04, and introducing samples into water bath cure tanks. Prepared a Post Tensioning Stressing Record for the fourth floor PT slab between grids 7.5 and 11 from B to F. Stressing is scheduled for tomorrow, 4/13/04. Inspected rebar prior to closing forms for third floor shear walls on C and D lines from 3.6 to 4.3 and on 4 -line from C to D. Rebar is placed per approved contract documents. Gave okay to close forms. A final clearance inspection is required prior to placing concrete. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. REVIEWED BY: ki '.7 Timothy G. a kerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. INSPECTOR: Mark McBride MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 174 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 4/13/04 Cloudy Lab, PT, R/S None Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Tested field cured cylinders prior to stressing the 4th floor PT slab between grids 7.5 and 11 from B to F. Average strength is 2630 psi. Stressing is postponed until tomorrow, 4/14/04. Inspected rebar prior to closing forms for 4th floor columns at grids D/8, 10.2 and 11; E/8, 9, 10.2 and 11; and E.9/8, 9, 10 and 11. Rebar is placed per approved contract documents. Okay to close forms. A final clearance inspection is required prior to placing concrete. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. REVIEWED BY: M ck INSPECTOR: Mark McBride Timothy G. B erle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 163 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 3/26/04 Occasional rain Lab N/A 4 r, C r4Op4,Th- NT Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include cleaning and preparing testing equipment for site use, testing samples scheduled for testing, and logging reports and test results into the onsite computer database. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: / .Michael S. Icier, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. xat MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 164 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 3/29/04 Clear R/S, R/C, lab (4) 4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed final inspection of rebar prior to placing concrete for 3rd floor columns at grids B/8, 9, 10, 11, and C/8, 10.2 and 11. Rebar is placed per contract documents. Okay to place concrete. Contractor placed 10 cubic yards of Stoneway concrete mix #5950-a (5000 psi required) at above -referenced locations by crane and bucket and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. Performed laboratory duties that include testing samples scheduled for testing this date, logging reports and test results into the onsite computer database, and transporting and delivering site computer to the main office for maintenance. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Date: Weather: Inspection: Sample(s): 3/30/04 Occasional rain RS, PT N/A INSPECTOR: Mark McBride Performed preliminary inspections of reinforcing steel and post tensioning tendons for the 3rd floor PT slab between grids B and F from 2 to 7.5. Installation of elements and inspections are ongoing, with final inspections to occur prior to concrete placement scheduled for Friday, 4/2/04. Received site computer from the main office after maintenance was performed and transported to the site for use. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: T AffiVlichael S. D er, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. nern,n„*+rn 11. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 165 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D0.3-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 3/31/04 Partly cloudy RS, PT, lab N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Continued inspections of reinforcing steel and post tensioning tendons for the 3rd floor PT slab between grids B and F from 2 to 7.5. Installation of elements and inspections are ongoing, with final inspections to occur prior to concrete placement scheduled for Friday, 4/2/04. Performed laboratory duties that include testing samples scheduled for testing and logging test results and reports into the onsite computer database. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. REVIEWED BY: T �rMichael S. [oder, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. INSPECTOR: Mark McBride �i5!•.MK'!'4+.Y?+''r,PC?wTlf JMpHcu iS 441,,i �I k}'y[�df'P1'AtiP� W 111*.Sl np✓tYxlw MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 166 Date: Weather: Inspection: Sample(s): ._', :r,........... E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 4/01/04 Partly cloudy RS, PT, lab N/A Everett Office 917.134th Street SW Suite A•1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed final inspections of reinforcing steel and post tensioning tendons for the third floor PT slab between grids B and F from 2 to 7.5. Punch list items were addressed to the ironworkers and corrected. All items were found to be in accordance with contract documents. Deck is ready to receive concrete scheduled for 4/2/04. Performed laboratory duties that include testing samples scheduled for testing and logging test results and reports into the onsite computer database. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. REVIEWED BY: % /4) Tim Becke tr P.E. INSPECTOR: Mark McBride cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. ^e�+a fYmenr�rxtcrrunwa.�r �rrnvmrx yrt+�5r.� 're n+tary twrrpx.,,ck+y..A MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 167 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / 003-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 4/02/04 Partly cloudy PT deck placement, lab (20) 4x8" lab cures, (4) 4x8" field cures Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed checked for discrepancies in mild steel and post tensioned tendons placement prior to starting concrete placement today. Noted where PT tendons support bars were either not supported or not present, and where PT tendons were not tied to the support bars. Notified Sabey Construction superintendent of the discrepancies and requested an ironworker be made available for correcting discrepancies. Worked with the ironworker to correct the above noted items, as well as one crossed tendon. Also, the ironworker placed a bar to support the tails of the column top reinforcing in the east/west direction. Placement was ongoing during correction of discrepancies. MTE's Trip Edgerton observed and sampled concrete at the trucks during the entire placement. Sample cylinders were cast for every 150 cubic yards, for a total of four sets of 4x8" laboratory cured specimens and (4) 4x8" field cured specimens. Placement was begun at approximately 6 a.m. and completed at approximately 3:30 p.m. today. Contractor placed a total of 570 cubic yards by pump. All concrete was vibrated for consolidation. No cold joints were allowed to form. All discrepancy items noted were corrected well ahead of concrete placement. Trip Edgerton performed laboratory duties that include testing samples scheduled for testing. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Lonny Morrison, Trip Edgerton REVIEWED BY: / Tim Becker! P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. 4WCUukX.11., 1%u dfiNM:Emt..' MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 168 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA 003-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 4/05/04 Mostly clear Lab, PT, R/S, R/C (4) 4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging test results and reports into the onsite computer database. Prepared a Post Tensioning Stressing Record for the third floor PT slab between grids 2 and 7.5 from B to F. Stressing is scheduled for tomorrow, 4/6/04. Inspected rebar prior to placing concrete for third floor columns at grids E/2.8, 4, 5, 6 and 7; E.9/2, 3, 4 and 5; and F/6 and 7. Rebar is placed per contract documents. Contractor placed 21 cubic yards of Stoneway concrete mix #5950-a (5000 psi requirement) into above locations by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: / 7 iert,at-t/1----- Timothy G = eckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. :t. , r. 04,,,. .1,...,w..1.,.,,..- , MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 169 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 4/06/04 Mostly clear Lab, stressing None Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E•2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging test results and reports into the onsite computer database. Monitored the stressing of post tensioning tendons for the third floor PT slab between grids 2 and 7.5 from B to F. Verified the use of calibrated equipment and gage pressures. Actual tendon elongations were measured and recorded on a Post Tensioning Stressing Record. Stressing is not complete at the end of the day and will resume tomorrow, 4/7/04. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: r /41 Timothy G. l lckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. A!� MAYES TESTING ENGINEERS, INC. erre: y,,,;;l.:`u i;...:^.: i:ii'a:.u.. - April 13, 2004 Sabey Construction Ralph Hagler 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 Re: DHS Regional Headquarters Permit # D03-12* . MTE Project No. E Concrete Summary Report: July 2003 through March 31, 2004 LI _V .LO:,,VIENT Dear Mr. Hagler, Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Please find attached the concrete summary reports for the DHS Regional Headquarters. Within the reports you will find copies of the concrete laboratory test reports including the field data and compressive strength test results. In addition, you will find the statistical analysis reports for each concrete mix utilized on the project where enough data is available. We are providing the reports to the distribution list noted below. We provide the Project Superintendent with the 7, 28, 56, and 90 -day reports and notify the engineer if a 7, 28, 56, or 90 -day test is low as they occur. Respectfully submitted, MAYES TESTING ENGINEERS, INC. L-0 /Michael S. Do Vice President r P.E. Attachments: Concrete Laboratory Reports Concrete Summary Reports for 07/01/03 — 03/31/04 CC: Theodore McDonald — Engineers Northwest Inc. Bob Fadden — Lance Mueller & Associates Dave Leng — Sabey Construction Building Official — City of Tukwila QC Department — Stoneway 4nalysis of Strength Data Tests and Statistics for Job Number E3187 Mix Number 5950-a Produced By Stoneway Test Data From 10/20/2003 To 3/26/2004 Design Strength (fc) 5000 psi at 28 days Specimen size: 4 x 8 CYLINDER Sample Number Date Made Sample Temp( °F) Slump (inch) W/C Ratio Age = 28 Average Strength (psi) 3 -Test Ave. (psi) Rem arks 0013 9/22/2003 75 6.75" 0.382 5,860 0015 9/24/2003 73 5.5" 0.339 6,820 0017 9/26/2003 74 5.75" 0.352 6,550 6,410 0033 10/24/2003 66 6.25" 0.340 6,360 6,580 0040 11/5/2003 63 7" 0.348 6,080 6,330 0041 11/5/2003 60 6.5" 0.292 6,820 6,420 0042 11/5/2003 65 6.5" 0.362 6,300 6,400 0043 11/10/2003 62 6.5" 0.354 5,130 6,080 0046 11/20/2003 63 7" 0.333 6,620 6,010 0047 11/20/2003 63 6.75" 0.339 6,730 6,160 0048 11/20/2003 63 6.5" 0.340 6,450 6,600 0049 11/20/2003 60 6.5" 0.340 6,530 6,570 0050 11/20/2003 65 6" 0.345 5,870 6,280 0063 12/31/2003 66 6.75" 0.335 6,560 6,320 0064 12/31/2003 65 6.5" 0.329 6,990 6,470 0065 12/31/2003 67 6.5" 0.342 6,600 6,720 0066 12/31/2003 67 6.75" 0.329 7,040 6,880 0068 1/8/2004 60 5.25" 0.316 7,080 6,910 0074 1/29/2004 60 6.0" 0.339 6,750 6,960 0075 1/30/2004 68 5.5" 0.333 6,010 6,610 Tuesday, April 13, 2004 uu;;•:ld.'c ie1,:7,, txt.iV Page 1 of 2 Sample Number Date Made 0076 1/30/2004 0078 1/30/2004 0079 1/30/2004 0081 2/10/2004 0082 2/13/2004 0083 2/13/2004 0084 2/13/2004 0085 2/13/2004 0086 2/13/2004 0087 2/13/2004 0088 2/16/2004 0090 2/20/2004 0092 2/27/2004 0093. 2/27/2004 0094 2/27/2004 Sample Slump {V/C Average 3 -Test Temp( °F) (inch) Ratio Strength (psi) Ave. (psi) 70 6.0" 0.336 6,700 6,480 67 5.5" 0.335 6,250 6,320 66 6.25" 0.323 5,940 6,300 59 6.25" 0.325 5,850 6,010 63 5.0" 0.340 6,710 6,170 65 6.0" 0.345 6,590 6,380 65 5.5" 0.353 6,690 6,670 64 6.0" 0.319 6,400 6,560 68 5.0" 0.345 6,430 6,510 69 5.75" 0.354 6,390 6,400 62 5.0" 0.350 6,570 6,460 59 5.75" 0.332 6,780 6,580 68 6.0" 0.346 6,340 6,570 64 5.0" 0.349 6,480 6,530 67 5.5" 0.343 6,600 6,470 28 I Day Test Statistics Number of tests: 35 Low test: 5,129 Within -test standard deviation: 230.34 High test: 7,082 Batch -to -batch standard deviation: 325.36 Average test: 6,453 Within -test coefficient of variation: 3.57 Median test: 6,552 Standard deviation: 398.64 Average range: 260 Coefficient of variation: 6.18 Tuesday, April 13, 2004 Page 2 of 2 Remarks At, VP.xsrn a ec va MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: Issued on: Original: �/❑ Revised: ❑ E3187 Permit # (s): 4-8-04 D03-128 Air Temperature: 35 ° F Weather: Clear Product: Concrete Supplier: Stoneway Ticket Number : 363738 MixDesign ID : 5950-a Sample Temp. Slump (ASTM CI064) (ASTM C 143) FIELD DATA (ASTM C31 and C172) Actual I Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Daraset Entraincd Air (ASTM C231) 63°F (Water / Cement Ratio: I 0.348 7" LrDate Received 1 11-6-03 [Placement Location and Notes: 1 Level P-2 PT slab pour #2 between grids A and F from 7.5 to 11. Set #1 cast at 63 of 369 cubic yards placed. Even tt ice 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,960.2Ibs 1,244.41bs 555.0 lbs 111.0 lbs 232.0 lbs 26.4 Oz 13.2 Oz 43.0 Oz [Design Strength (fc): 3000 at 5 days 5000 at 28 days Date Made Sample # Lab # 1 11/5/2093_ L0040 -FC] [-0176 L=1_1/5/2oo3 1[_0040=Fci] [ 0177 =1 L11/5/2003 J 10049 -FC J ! 01711 1 11/5/2003_ L 9_949_____1 i_.0179 1 -. 0040 ) 1-9_410_1 E9_181 1..1115/2.0_911 L- 0040 ] L0182 1 Remark: FC - Field Cure COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested r, 11/10/200 Ill/10/2003J 11/10/2003 LI 1/12/200 i 12/3/2003 T2/3/2003-1 _ 12/3/20031 Age (day) Load (lbs) [ 5� 49761_1 D 1 47245—] L-5-1 �- 48235_) L 60625 _1 1-28_1 ( 76440 i [--26 L-74280 1 1 28 .11 80260 j Size (in) Dia (in) 1 4x8-1 [ 4x8-] x4_02] 1 4 x 8 1 [4.021 4x8j 14.021 L_4 x 8 11 4.021 1 4 x 8 1 4.0] 1 4x8 11.4.021 4.02 Surface Area Strength (psi) r 12.69 112.69 [112-.6-r 9 12.67 IL. __12_67 -j r.-12.G�_j L3920 L_3720 3809-1 1.4780 j F6030 1 [ 586011 [_6340 Inspector(s): Mark McBride Michael Craig - Tested by: Mark McBride Reviewed by: / //(4-1-4-41.-7 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Tes ' Engineers, Inc. :1:;w<:.'.:�+t; .:.;-.9tr'.:a..:iti.i•.:._i .'•.:• MAYES TESTING ENGINEERS, INC : > •.. �; vr.u..•"' 'moi "4f CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: E] Revised: ❑ Air Temperature: 43 °F Weather: Clear Product: Concrete Supplier: Stoneway Ticket Number : 363868 MixDesign ID : 5950-a Sample Temp. ( Slump (ASTM C1064) I (ASTM C143) 60°F 6.5" [Water / Cement Ratio: IDate Received' 0.292 11-6-03 FIELD DATA (ASTM C31 and C172) Actual 1 Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Daraset Entrained Air (ASTM C231) 'Design Strength (fie): Everett Office 917 -134th Street SW Suite A 1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,958.Glbs 1,252.CIbs 555.5 lbs 110.0 Ibs 194.4 Ibs 26.5 Oz 13.1 Oz 42.7 Oz 5000 at 28 days (Placement Location and otes: Level P-2 PT slab pour #2 between grids A and F from 7.5 to 11. Set #2 cast at 243 of 369 cubic yards placed. Dale Made Sample # COMPRESSION TEST RESULTS (ASTM C39 and C1231) Lab # Date Tested Age (day; Load (Ibs) Size (in) Dia (in) tl_11/ I 0041-1761 L0183 J 5/2003 .i Il _ 1- 11/5/2003 I L0041 -FC 1 1 0184 J 1 11/5/2003 11_ 0041 -FC] 0185 1__11/5/2003 1[1 0041 -0186 1 11/5/2003R 0041 1 L 018887 1_1J/5/2_003_ J [ 0041__] 1 0188] 111/5/2003 11 ___0041 I 1 0189 Remark: FC - Field Cure [-11/10/2003 1 [ 11/10/2003 111/10/2003 I [11/12/2001i L 12/3/2003 1 L 12/3/20031 [-i-273./2003 1 1 5I I(-57855 ( 4 x 8 1[ 4.021 L 5 L_54395_ 1[_ x 8 _J 14.02 i L5__1 [ 56845 1 1- 4 x 8-1 [ 4.02J i7_J [__ 68305] [ 4 x 8 -1 [ 4.02 1 [ 28 1 L 86735 4 x 8 ] L±1.6-21 L._28_1 L88390 11[ 4 x 8 1[ 4 02 L28 J[ 83935 1 L_ 4 x 8_J 1 4.02j Inspector(s): Mark McBride Tested by: Mark McBride Michael Craig Reviewed by: Surface Area 12.69 12.69 .J L 12.69 12.69_ I 27_67-1 -112-.67_] ] I 12.67 Strength (psi) r 45607 4290 ] L4_4/0_1 1 1 5380 I [-0_11 1_6980 [ 6630 i Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes TestEngineers, Inc. z `~ J U 00 W = - I— �u_ 0 =W _ z Zi - W • W C.) O • I- LL' Lij WW H 0 u- O ..z w U= O ~ z MAYES TESTING ENGINEERS, INC 10'411 Qfi}.?Tlr • CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: El Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. � (ASTM C1064) 42 ° F Clear Concrete Stoneway 363915 5950-a Slump (ASTM C143) FIELD DATA (ASTM C31 and C172) Actual I Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,960.21bs Fine Aggregate 1,253.€Ibs Cement --Type I 555.0 lbs Fly Ash 110.0 lbs Water 240.9 lbs WRDA-64 26.4 Oz ADVA 13.2 Oz Daraset 43.0 Oz Entrained Air (ASTM C231) 65 ° F 6.5" !Water / Cement Ratio: [Date Received 11-6-03 0.362 Everett Office 917-1341h Street SW Suite A-1 Everett, WA 98204 ph 425.742,9360 fax 425,745.1737 [Design Strength (fc): 5000 at 28 days (Placement Location and Notes: j Level P-2 PT slab pour #2 between grids A and F from 7.5 to 11. Set #3 cast at 325 of 369 cubic yards placed. Date Made Sample # Lab # { 11/5/2003 [ 0042-FC1 [ 0190 j [__11 /5/2003;_ 0042 -FC J r0191 r 11 /5/2003 i L 0042 -FC [ 1.0192 _[ L i 1/5/2003 J 10042 J F019 F11/5/2003 I [ 0042 1 [ 0194 I %1�1 JS/2003 [ 0042 [0195 ii/s/2003 J 1--ooaa �l L 0196 Remark: FC - Field Cure COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 4ge (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) [_11/10/2003 I 5 1 L47190 L 4 x 8 j 04.02 L12.69 I 1 37201 Dino/2003J L 5-1 47465 [ r 4 x 8 —1 [ 4.02 J L_ 12.69 3740] L11/10/20031 1 5 1[ 48110 4x8J L 4.02.] x_112.69 7 [ 3790 i 11/12/2003 [ 7 1 L 60145 I [ 4 x 8 4.02- r 12.69 1 L 4740 12/3/2003 28 80680 4 x 8 4.021 L12.67 _ [ 6370 12/3/2003 1 28 ] 80190 J L 4 4x8 14.02 12.67 1 6330 1 12/3/2003 ] 28 [ 78550 1 r 4 x 8 L4.02] [ 12.67 J [ 6200 Inspector(s): Mark McBride Michael Craig Tested by: Mark McBride Reviewed by: g Engineers, Inc. royal o! Ma Information in this report applies only 10 the actual samples tested and shall not be reproduced without the app yes Tes ' tc MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 62°F 49 ° F Cloudy Concrete Stoneway 365015 5950-a Slump (ASTM C143) 6.5" • FIELD DATA (ASTM C31 and C172) Actual I Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,961.1Ibs Fine Aggregate 1,249.8Ibs Cement --Type 1 552.7 lbs Fly Ash 109.1 lbs Water 234.3 lbs WRDA-64 26.5 Oz ADVA 13.1 Oz Entrained Air (ASTM C231) [Water / Cement Ratio: [Date Received 0.354 11-11-03 [Placement Location and Notes: Level P-2 columns at grids 8/B, C, D, E and E.9; 9/E; 10.2/E; and 10.2/D. Sampled at 11 of 11 cubic yards placed. Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Design Strength (Pc): 5000 at 28 days COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Made Sample # Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) 11 R O/2003 J f ,_ 0043 iI 0197 J rl 1/ 17/200 1 7 1 F50760 [ 4 x 8] 14.02 1 r 12.68 1 r4000 11/10/2003jL_ 0043 j 0198 1 1 12/8/200.3i L28_1 x-65070 L4 x 8 1 4.021 [ 12.69] [ 5130 1 Ill/10/2003[r 0043 1 1 0199 1 12/8/2003 J L ] L66365 1 r 4 x 8 1 4.021 L 12.69 1 1 5230 1-111-072-00-31L 0043 _J [ 0200 1 1 12/8/2003 [ 28 x- 63865 I r4 x 8 1 L.02 1 L-12.69 i 1_5_0_30_1 Remark: FC - Field Cure Inspector(s): Mark Rossow _ Tested by: Mark McBride Reviewed by: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval(); Mayes Tes Engineers, Inc. �riflmRa+matrv++b7kh+n.sx�r.\ nc+�; MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: 0 Revised: ❑ Air Temperature: 37 ° F Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM CI064) 63 ° F Water / Ccmcnt Ratio: Rain Concrete Stoneway 367196 5950-a FIELD DATA (ASTM C31 and C172) Actual I Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,962.2Ibs Fine Aggregate 1,252.8Ibs Cement --Type I 556.0 lbs Fly Ash 110.0 lbs Water 221.8 lbs WRDA-64 26.4 Oz ADVA 13.2 Oz Daraset 43.0 Oz Slump Entrained Air (ASTM C143) [ (ASTM C231) 7° [Date Received 11-21-03 0.333 Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 [Design Strength (fc): 5000 at 28 days Placement Location and NotesP1 Level P-2 PT slab pour #1 between grids 2 and 7.5 from A to F. Set #1 cast at 64 of 621 cubic yards placed. Date Made Sample # Lab # COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) 111/20/200 -315046 -FC 1 [ 020_2_] [11/24/2003 111/20/200311 0046-FC1 0210 11/25/2003 [11/20/200311 0046 l L0211J 112/1/2003 D1/20/2003 [ 0046 �l [ 02121 112/18/200 [11/20/2003 1 0046 J 0213 ] [12/18/20031 [11/20/200311 0046 7 1-0214 1 [12/18/2003 Remark: FC - Field Cure 4 J L36850 1 [-4 x 8 5_1 1 41125 4x8 4.02) 1 12.71 4.02 11-1 69760 [ 4 x 8 [ 28 1 L 82645 J L_4 x 8 F28 [_86280 4 x 8 28 ][ 82975 1[ 4 x 8 Inspector(s): Mark McBride Chris Pratt Tested by: Mark McBride Reviewed by: :2— Information Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testi ngineers, Inc. 4.02 [4.02 L4.02 1 L4.02 12.69 L 12.69 12.69 1 12.69_1 L 12.69 [ 2900 j 3240 5500 1 [-6510 6800 L654I1 ±a"txP9�'NtvrxuMua�t, YYq �4RtYA:M'!YYnf'; nM! MAYES TESTING ENGINEERS, INC Project : Client: Sabey Corporation Contractor Sabey Construction . . ?tie ,,N11.4137p CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: ❑�/ Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Samplc Temp. (ASTM C 1064) 40 ° F Drizzle Concrete Stoneway 367229 5950-a FIELD DATA (ASTM C31 and C172) Actual I Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,946.EIbs Fine Aggregate 1,253.71bs Cement --Type 1 548.2 lbs Fly Ash 110.0 lbs Water 223.3 lbs WRDA-64 26.5 Oz ADVA 13.1 Oz Daraset 42.7 Oz Slump ' Entrained Air (ASTM CI43) l (ASTM C231) 63°F 6.75" (Water / Cement Ratio: pate Received, 0.339 11-21-03 [Placement Location and Notes: j Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 [Design Strength (t'c 15000 at 28 days Level P-2 PT slab pour #1 between grids 2 and 7.5 from A to F. Set #2 cast at 201 of 621 cubic yards placed. Date Made Sample # Lab # 11/20/20031 1_0047 -FC 1 L 0215 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested kge (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) [ 11/24/20031 [11/20/20031r 0047 -FC 1 02161 111/25/2003 L11/20/2003 1 0047 1 1 0217 J 1i i/20/2003 J [ 0047 1 L0218 12/18/20031 11-1/2-0--/20.03j I 0047 1 1 0219 ] [ 12/18/2003 1 [11/20/200 [ 0047 1 [ 0220 1 1 12/18/2003 1 Remark: FC - Field Cure 12/1/2003 14 5 11 35685 I r—/-4 x 8 —1 1 4.02 [ 12.71 1 r 40865 68110 28 85275 1 1 28 1 86565 1 1 28 11 84330 Inspector(s): Mark McBride Tested by: Mark McBride 4 x 8 i [4.021 1 4x8 1 4x8 [4.02 1 [ 12.69 D2.69 4.02 4 x 8 4x8 [4.021 r 12.69 ^I [ 4.02 1 1 12.69 Chris Pratt Reviewed by: %- / 1 [2810 3220 5370 6720 � 6820 1 [6640 1 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Te +fj Engineers, Inc. ",!rK ISVi ;RAVIc e Ob'AzMFfibK:+ !kSMO?i5 it ?2t . 1,,..., •so. l Sirwave MAYES TESTING ENGINEERS, INC •n.,1'•:c,1 x 1 ,: Project : Client: Contractor CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters Sabey Corporation Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: Ei Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : 39 ° F Drizzle Concrete Stoneway 367277 MixDesign ID : 5950-a Sample Temp. Slump (ASTM C1064) (ASTM C143) 63°F 6.5" [Water / Cement Ratio: L 0.340 FIELD DATA (ASTM C31 and C172) Actual I Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Daraset Entrained Air (ASTM C231) [Date -Received- 11-21-03 eceived11-21-03 [Design Strength (fc): 500 Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,962.2Ibs 1,253.31bs 549.0 lbs 110.0 lbs 224.3 lbs 26.4 13.2 OOzz 43.0 Oz 0 at 28 days (Placement Location and Notes: ' Level P-2 PT slab pour #1 between grids 2 and 7.5 from A to F. Set #3 cast at 350 of 621 cubic yards placed. Date Made Sample # Lab # [1 tac 2ooJ [ 0o48-Fc1 L9221 � [i 1/20/2003110048 -Fel [ 0222 111/20/2003, L 0048 J L0223 =1 11/20/20-631 [- 0048 1 [ 0224 [11/20/200311 0048 -1 [0225 1 111/20/20031[ 0048 0226 Remark: FC - Field Cure COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested r11/24/2003 1 11/25/2003 12/1/2003 12/18/2003 1 1 12/18/2003 1 12/18/2003 1 Age (day] Load (lbs) Size (in) Dia (in) Surface Area 4 36070 4x8 1 [4.021 [ 5 1 41925 1 4x8 j [4.021 L11J 1 690551 [ 4x8 1 4.021 28 11 80675_ [ 4 x 8 1 L'.1.021 L28 1 82535 1 (4 x 8 1 [4.021 [ 28 1 82225 1 4 x 8 X4.02 X2.71 -1 [ 1.2.69_] 112.69 _ [12_691 L12.697 (-12.69 Strength (psi) [ 28461 [ 3300 J 54,107 1-6-3661 6500 64801 Inspectors): Mark McBride Chris Pratt Tested by: Mark McBride Reviewed by: / if4 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Te tin Engineers, Inc. ;rs !h'Sd!:I(.YMl.Y�t fy\I,NgRMK.�9bT'a'•I'H>'�r..xev. M1.:.*....,..t..nfvreMONVVSATS-00.1M1711,40 1 MAYES TESTING ENGINEERS, INC Project : Client: Contractor CONCRETE LABORATORY TEST REPORT DIIS Regional Headquarters Sabey Corporation Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: 0 Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : 43 ° F Drizzle Concrete Stoneway 367337 MixDesign tD : 5950-a Sample Temp. Slump (ASTM C1064) [(ASTM C143) 60°F 6.5" Water / Cement Ratio: 0.340 FIELD DATA (ASTM C31 and C172) Actual 1 Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,961.11bs Fine Aggregate 1,249.2Ibs Cement --Type I 552.7 lbs Fly Ash 110.9 lbs Water 225.8 lbs W RDA -64 26.5 Oz ADVA 13.1 Oz Daraset 42.7 Oz r( Entrained Air ASTM C231) pate Received 11-21-03 Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 [Design Strength (Pc): 5000 at 28 days [Placement Location and Notes: Level P-2 PT slab pour #1 between grids 2 and 7.5 from A to F. Set #4 cast at 507 of 621 cubic yards placed. Date Made Sample I# 5-1/200//220_31-3100000409-9F CJ 11/20/200311 0049 -FC 111/2 L 4 11/20/20031 0049 1 [11/20/2003 r 0049 111/20/20031E_ 0049 J Remark: FC - Field Cure Lab # 0227 1 11/25/20031 0228 1 1 11/25/2003 0229 12/1/2003J 0230 12/18/2003 1 0231 112/18/2003 12/18/2003 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 4ge (day) Load (lbs) 41120 ] 0232 5 5 11 40985 67605 28 180490 1 2i] [ 82485 x281 , 85600 Size (in) Dia (in) Surface Area Strength (psi) 4x8 4x8 1 4x8 4x8 4x8 4x8 4.02 12.69 1 4.02 1 12.69-1 4.02 1 [ 12.69 1 4.02 J 12.69 L 12.69-1 [4.021 r 12.69 1 4.02 Inspectors): Mark McBride Chris Pratt Tested by: Mark McBride Reviewed by: /tel 3240 3230 5330 r 6340 6500 6740 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testi ing Engineers, Inc. z w Ce 6U 00 co WI N u_ W0 7.3u co =a Z= t-- ZI- W U� O( 0H W w LI" O .• Z w = O~ Z MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : {Sample Temp. (ASTM C1064) 44 ° F Partly Cloudy Concrete • Stoneway 367359 5950-a FIELD DATA (ASTM C31 and C172) ....1...20esiel Mix Proportions: Slump Entrained Air (ASTM C143) (ASTM C231) 6" °Ao [Date Received 1 11-21-03 65°F [Water / Cement Ratio: 0.345 [Placement Location and Notes: Level P-2 PT slab pour #1 between grids 2 and 7.5 from A to F. Level P-2 shear walls and pilasters on A line from 8 to 11 and on 11 line from A to B. Level P-2 SW exhaust shaft walls. Set #5 cast at 610 of 621 cubic yards placed. Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Daraset [Design Strength (Pc): 1 Evemtt Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,962.2lbs 1,247.61bs 548.0 lbs 110.0 lbs 227.1 lbs 26.4 Oz 13.2 Oz 43.0 Oz 5000 at 28 days COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Made Sample # Lab # Date Tested Age (day) Load (lbs) Size (in) 11/20/200 0050 j 0233 1 L12/1/2003 1 11 .j P 6226-5-1 14 x 8 [1J/20/2003 L_ 0050 10234 J 12/18/2003 r 28 L 75520 ] 1..11/20/2003 I L0050 -] L 0235 1 12/18/2003 [11/20/2003 JC 0050 ] L_ 023 ri 2/18/2003] Remark: FC - Field Cure 28 28 75645 72200 4x8 [_4x8 1-4x8 Dia (in) 4.02 4.021 4.021 4.021 Surface Area 112.69 1 12.69 12.6-9-1 12.69 I Inspector(s): Mark McBride Michael Craig Tested by: Mark McBride Reviewed by: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Test Engineers, Inc. Strength (psi) 4910 5950 59601 5690 MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Issued on: Original: ❑d Revised: ❑ 4-8-04 Permit # (s): D03-128 Air Temperature: 44 ° F Weather: Drizzle Product: Supplier: Ticket Number : MixDesign ID : Concrete Stoneway 371037 5950-a FIELD (ASTM C31 Sample Temp. Slump Entrained Air (ASTM C1064) I [(ASTM C143) I (ASTM C231) I 69°F 5.5" Water / CementRatio [Date Received- 0.351 eceived0.351 12-11-03 [Placement Location and Notes: j Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 DATA and C172) Design I Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,962.31bs Fine Aggregate 1,250.5Ibs Cement --Type I 553.0 lbs Fly Ash 108.0 lbs Water 231.7 lbs W RDA -64 26.4 Oz ADVA 13.2 Oz Daraset 86.0 Oz [Design Strength (ft): 1 5000 at 28 days Level P-1 PT slab pour #4 between grids A and F from 7.5 to 11. Set #1 cast at 73 of 370 cubic yards placed. COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Made Sample # Lab # Date Tested [.12/10/20031[ 0055-k1 F0253 J [ 12/15/2003 112/10/2003][_0055 -FC 1 0254 112/16/2003 D2/10/20-0311 0055 J [• 0255 12/17/20031 D2/T0/20-0-311 0055 =j 10256) [ 1/8/2004 [12/10/206311-00557 C • 0257i [ 1/8/2004 ) [12/10/200j] [0055_____] [ 02581 1 1/8/2004 Remark: FC - Field Cure t ge (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) [_ 5 I[ 37865 ] Hix x 8 L6 38530 1 7 1 D5420 J 29 75055 4x8 r 4.02 1 1 12.69 4.02 4x8 L_ 12.69 J 1 4.02] 1 12.69 12.69 ] 1 4.02 ] I. 12.69 1 4.021 [12.69 J 4x8 4.02 1 29 -1 [ 7317-C1 r 4 x 8 L-2911 L75200 1 [-4 x 8 Inspector(s): Mark McBride Michael Craig Tested by: Mark McBride Reviewed by: j Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Te 2980 3040 r 4370 5910 1 r 5760 1 5920 1 Engineers, Inc. z • Z —J C.) U O U)LLJo J= F— • u_ W O} g D- LL. < LL.? CO 131 =▪ w z �– O Z F— W Lu C.) O I— WW F— u. wz • = O~ z MAYES TESTING ENGINEERS, INC .t i'I+.Y'3..t.,��i lxk„.,[.1`01. , CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Issued on: 4-8-04 Original: ❑�/ Revised: ❑ Permit # (s): D03-128 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Tcmp. (ASTM C 1064) 69°F 44 ° F Drizzle Concrete Stoneway 371123 5950-a Slump (ASTM C143) 6.0" FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water W RDA -64 ADVA Daraset Entrained Air (ASTM C231) [Water /Cement Ratio: [Date Received 0.341 12-11-03 Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,960.8 lbs 1,249.6Ibs 560.0 lbs 109.1 lbs 228.0 lbs 26.5 Oz 13.1 Oz 85.5 Oz [Design Strength (t'c): 1 5000 at 28 days [Placement Location and Notes: 1 Level P-1 PT slab pour #4 between grids A and F from 7.5 to 11. Set #2 cast at 197 of 370 cubic yards placed. Date Made [12/ 1 0/20031 [12/10/2003] COMPRESSION TEST RESULTS (ASTM C39 and C1231) Sample # Lab # Date Tested 4ge (day) Load (lbs) 0056-FCJ [_0259-] 12/15/2003 1 L5 1 1 36045 0056-FCJ 0260 1 12/16/2003 1 L 6 J 41795 112/10/20031F 0056 1 0261 1 1 12/17/2003 [ 7 [ 55935 Size (in) r 4 x 8 �[ r 4 x 8 4x8 5-2710,204L 0056 1 [ 0262 J 1/8/2004 1 29 76810 [ L4 x 8 [12/10/200311 0056 1 1 0263 1 1/8/2004 F2-9 1 74200 r 4 x 8 [12/10/200311 0056 1 5264-1 1/8/2004 1 1-2-9---1 r 77095 1 1-4-x 8 Remark: FC - Field Cure Inspector(s): Mark McBride Michael Craig Tested by: Mark McBride Reviewed by: Dia (in) 4.021 [ 4.02 Surface Area Strength (psi) [ 12.69 [ 2840-[ L 12.69 3290-1 [4.02 1 L12.69 } 4410 1 [ 4.0J [ 12.69 6050 l [ 4.02 l [ 12.69 1 ( 5850-1 L4.021 12.69 1 6070 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testin gineers, Inc. MAYES TESTING ENGINEERS, INC ,moi; .. CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: ❑d Revised: ❑ Air Temperature: 43 ° F Weather: Product: Supplier: Ticket Number : MixDesign ID : Drizzle Concrete Stoneway 371221 5950-a FIELD DATA (ASTM C31 and C172) Actual 1 Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 Sample Temp. Slump Entrained Air (ASTM C1064) 11(ASTM C 143) I L (ASTM C231) 67 ° F 5.0" % ADVA [water / Cement Ratio: 1 [Date Received' Daraset 0.341 12-11-03 [Design Strength (fc): Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,962.2Ibs 1,242.7Ibs 553.0 lbs 110.0 lbs 226.4 lbs 26.4 Oz 13.2 Oz 86.0 Oz 5000 at 28 days [Placement Location and Notes: 1 Level P-1 PT slab pour #4 between grids A and F from 7.5 to 11. Set #3 cast at 339 of 370 cubic yards placed. Date Made Sample # [12/10/200Y11 0057-rl [12/10/2003_11 0057 -FC 112/10/20031r 0057 112/10/2003 0057 1 112/ 10/2003-11 0057 112/10/20031 0057 Remark: FC - Field Cure COMPRESSION TEST RESULTS (ASTM C39 and C1231) Lab # Date Tested 0265 0266 12/15/2003 12/16/2003 [ 0267 J 1 12/17/2003 5268 1 1/8/2004 [ 02691 r 1/8/2004 p_0270 1/8/2004 J Age (day] Load (lbs) 1 35990 5 6 7 29 Size (in) Dia (in) 4x8 41340 1 4 x 8 1 54655 78370 L 29 29 1 1 74180 77540 Inspector(s): Mark McBride Tested by: Mark McBride 4x8 Surface Area 4.02 P12.69 4.021 1 12.69 4.02 4 x 81 [_4.021 Fix 8 4.021 4x8 Michael Craig Reviewed by: 4.02 r 12.69 Strength (psi) [ 2840 F3260 4310 F12.69 ) LA170 F12.69J L_61l0 L 12.69) 58401 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testi gineers, Inc. z w QQ• 2 JU U O f:A J = WO 2 1 W z= ZI- W U0 O — O I— W • W Li" O wz U= O ~ z MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: ❑d Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C 1064) 66°F [[Water / Cement Ratio: 32 ° F Snow Concrete Stoneway 374570 5950-a Slump (ASTM CI43) 6.7� J[Date Received 1-2-04 0.335 1 FIEL (ASTM C3 D DATA 1 and C172) Actual I Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Daraset Entrained Air (ASTM C231) [Placement Location and Notes: Level P-1 PT slab pour #3 between grids 2 and 7.5 from A to F. Set #1 cast at 95 of 573 cubic yards placed. [Design Strength (Pc): Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,961.1Ibs 1,248.7Ibs 551.8 108.2 221.2 26.5 13.1 85.5 lbs lbs lbs Oz Oz Oz 5000 at 28 days Dale Made Sample tt lab It [12/31/2003 -1[0063 -FC ] [ 0292 0063 -FC 12/31/20E11 0063 j [ 0294 [ 0295 j [ 0296 02971 12/31/2003 0293 [12/31/2003j I12/31/20031r 0063 1 [12/31/2003_11 0063 Remark: FC - Field Cure 0063 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Dale Tested F 1/8/2004 1 1 1/8/2004 F-1/8/2004 1/28/2004 j 1/28/2004 1/28/2004 Age (day) Load (lbs) L 42330 8 8 8 28 I 41990 63795 81190 Size (in) Dia (in) 4 x 8 1[ 4.02 I 4x8 4x8 r4 281 r 85915 1 [ 4x8 4.02 4.02 4.02 j4.02j 28 83040 , LA x 8 4.02 Inspector(s): Mark McBride Mark Rossow Tested by: Mark McBride Reviewed by: %' Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Te Surface Area L12.69 12.69 12.69 j 12.71 1 12.71 12.71 trength (psi) 3340 3310 5030 6390 6760 6540 j Engineers, Inc. C5§,t.ir MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: 0 Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 33 °F Cloudy Concrete Stoneway 374591 5950-a 1 FIELD DATA (ASTM C31 and C172) Actual I Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,916.41bs Fine Aggregate 1,267.7Ibs Cement --Type I & 11 548.0 Fly Ash 110.0 Water 216.7 WRDA-64 26.4 ADVA 13.0 Daraset 86.4 Slump Entrained Air (ASTM C143) l (ASTM C231) 65°F 6.5" [Water / Ccmcnt Ratio: I [Date Received 1-2-04 0.329 Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 [Design Strength (fc): lbs lbs lbs Oz Oz Oz 5000 at 28 days (Placement Location and Notes: 1 Level P-1 PT slab pour #3 between grids 2 and 7.5 from A to F. Set #2 cast at 281 of 573 cubic yards placed. COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Made Sample # Lab # Date Tested r12/3 1/2003)0064 -FC] L0298 1 1 1/8/2004 [12/31/2003J1 0064 -FC] 0299-1 1/8/20041 112/31/200311 [ 0064 [ 03001 [12/31/2003 II 0064 1 0301 [0302 [12/31/2003 0064 1 0303 1 1/28/2004 L12/31 /200311 0064 1/8/2004 1/28/2004 Age (day) Load (lbs) Size (in) Dia (in) Surface Area [ 12.69 1 1 4.02J L._ 12.69 J 4.02 J 1 12.69 L. 12.71._1 R1.0-21 [ 12.71 1 L 12.71 8_1 51070 r 4x8 8 8 I 50880 J 1 4 x8 L 67310 28 1/28/206-41 [ 28-1 Remark: FC - Field Cure 4x8 [ 86685 1 1 4 x 8 88860 28 J F91005 Inspector(s): Mark McBride Tested by: Mark McBride [ 4x8 4x8 [ 4.02 4.02 4.02 Strength (psi) 4020-1 4010 i L5_300 [ 6820 6990 F7160 Mark Rossow _ - Reviewed by: / /2 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Tes ' Engineers, Inc. MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: 0 Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 34 °F Cloudy Concrete Stoneway 374609 5950-a Sample Temp. (ASTM C 1064) Il 67°F Slump (ASTM CI43) 6.5" Water / Cement Ratio: 0.342 FIELD DATA (ASTM C31 and C172) Entrained Air (ASTM C23 I ) (Date Received' 1-2-04 [Placement Location and Notes: Level P-1 PT slab pour #3 between grids 2 and 7.5 from A to F. Set #3 cast at 438 of 573 cubic yards placed. Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Actual I Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,961.1Ibs Fine Aggregate 1,248.S1bs Cement --Type I 555.5 lbs Fly Ash 110.9 lbs Water 228.2 lbs WRDA-64 26.5 Oz ADVA 13.1 Oz Daraset 85.5 Oz [Design Strength (Pc): ( 5000 at 28 days Date Made Sample # Lab # f 12/31/2003 ] ! 0065 -Fel r 0304 r12/31/204 0065 -FC ] 0301 J12/31/2003J[ 0065 1 1 0306 j 112/31/20031 1`0065 [12/31/20031 I 0065 L0307 J L 0308 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 1/8/2004 1/8/2004 1/8/2004 1/28/2004 A.ge (day) Load (lbs) 8 181 8 28 1/28/2004 ] 1 28 46135 47990 Size (in) 4x8 4x8 Dia (in) Surface Area 4.02 I 12.69 4.02 1 r 12.69 L 64910) L 4 x 8 J r4.02J 83880 4 x 8 1 4.02 81250 J( 4 x 8 11 4.02 4.02 J [12/31/20011F-0065 0065 1 0309 1 FI/28/2004 1 1 28i r 86310 J 1 4 x 8 1 Remark: FC - Field Cure Inspector(s): Mark McBride Tested by: Mark McBride Mark Rossow _ Reviewed by: / F12.69 12.71-- 12.71 12.71 Strength (psi) L 36301 L 3780 1 5110 6600 6400 6790 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Te4tin Engineers, Inc. z z re 14 aa� JU U O to 0 _� • w w 0 LLcoQ =0 �w z= Z1- UO O- C]F_- 111 u L O ..z U= O ~ z MAYES TESTING ENGINEERS, INC Project : Client: Contractor CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters Sabey Corporation Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: 0 Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 35 °F Cloudy Concrete Stoneway 374620 5950-a Sample Temp. (ASTM C 1064) IL FIELD DATA (ASTM C31 and C172) Actual I Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I & II Fly Ash Water WRDA-64 ADVA Daraset Slump Entraincd Air (ASTM C 143) (ASTM C231) 67°F 6.75" [Water / Cement Ratio: 0.329 [Date Received 1-2-04 [Design Strength (t'c): Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,918.4Ibs 1,270.CIbs 549.0 lbs 109.0 lbs 216.6 lbs 26.4 Oz 13.0 Ox 86.4 Oz 5000 at 28 days [Placement Location and Notes: j Level P-1 PT slab pour #3 between grids 2 and 7.5 from A to F. Set #4 cast at 531 of 573 cubic yards placed. Date Made Sample # 112/31/20011r 0066 -FC 2/31/20031 112/31/2003)1 0066 [12/3 1/20031 1__ 0066 [12/31/2003] r 0066 112/31/2003] [ 0066 Remark: FC - Field Cure 0066 -FC Lab # L 0310 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested Nge (day) Load (lbs) 1/8/2004 1 8 1 0311 1 1/8/2004 8 0312 0313 0314 1 0315 1/8/2004 1/28/2004 1/28/2004 48005 47125 8 28 L 67610 90395 28 1/28/2004] L_28 ] Size (in) Dia (in) Surface Area 4.02 1 ri [4.02 1 1 12.69 4x8 4x8 , 4x8 12.69 12.69 r4 x8 4.02 86995 I [ 4 x 8 91065 1 4 x 8 12.71 1 4.02 1 12.71 14.02.1 1 12.71 Inspector(s): Mark McBride Mark Rossow Tested by: Mark McBride Reviewed by: / Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testin ngineers, Inc. Strength (psi) 3780 3710 5330 7110 6850 7170 z ~w Ct JU 00 CO a W= 1— • LL, w0 2 gQ =• d �W z= ZO UC ON OH Ww Hr- u- wz U= F- O z MAYES TESTING ENGINEERS, INC rift«.s.+ard:t n1R', Thbit , . CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: El Revised: ❑ Air Temperature: 44 ° F Weather: Product: Supplier: Ticket Number MixDesign ID : Sample Temp. (ASTM C 1064) Cloudy Concrete Stoneway : 374822 5950-a Slump (ASTM C143) 60°F (Water / Cement Ratio: ` 0.316 D DATA 1 and C172) Actual I Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA FIEL (ASTM C3 Entrained Air (ASTM C23 I ) 5.25" [Date Received 1-9-04 0/0 [Placement Location and Notes: Level P-1 columns at grids E18, E/9 and E.918. [Design Strength (t'c): Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,961.CIbs 1,241.8lbs 552.7 108.2 lbslbs 209.1 lbs 26.5 Oz 13.1 Oz 5000 at 28 days COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Made Sample # Lab # Date Tested [ 1/8/2004 1 L 0068 1 1 0320 1 1/15/20041 5/8/2004 1 0068 0321 1 r2/5/2004 [ 0068 J 0322 [ 2/5/20041 0323 2/5/2004 1 1/8/2004 L 1/8/2004 1 Remark: 0068 FC - Field Cure Age (day) Load (lbs) F7-1 1 62990 28 87335 28 J 7i Size (in) Dia (in) 4x8 1 [4.021 4x8 4.02 92420 1 L4 x 8 89630 Inspector(s): Mark McBride Tested by: Mark McBride 4.02 4x8 1 Reviewed by: 4.02 Surface Area Strength (psi) [ 12.69 [-4960 1 12.681 f 6890 L12.68 729b1 1 12.68 J 1 7070.1 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Te moi. Engineers, Inc. MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: EJ Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 32 ° F Snow Concrete Stoneway 374570 5950-a Slump (ASTM C143) 66 ° F [Water / Cement Ratio: 0.335 6.75" FIELD DATA (ASTM C31 and C172) Actual , Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,961.1Ibs Fine Aggregate 1,248.7Ibs Cement --Type I 551.8 lbs Fly Ash 108.2 lbs Water 221.2 lbs WRDA-64 26.5 Oz ADVA 13.1 Oz Daraset 85.5 oz Entrained Air (ASTM C231) [Date Received 1-2-04 Eveett Office 917 -134th Street SW Suite A 1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 {Design Strength (Pc): 5000 at 28 days (Placement Location and Notes: 1 Level P-1 PT slab pour #3 between grids 2 and 7.5 from A to F. Set #1 cast at 95 of 573 cubic yards placed. Date Made Sample # Lab # COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 52/31/20031 L 0063 -FC 1 [_0292 1 fli/8/2004 12/31/2003 0063 -FC 0293 [12/31/2003i 1 0063 J 5294 112/31/2003Ir 0063 1 1 029-s-1 L 1/28/2004 112/31/2003 F6063 1 L 0296 L1/28/2004 [12/31/200311 0063 1 0297 1/28/2004 Remark: FC - Field Cure 1/8/2004 1/8/2004 Inspector(s): Tested by: Age (day) Load (lbs) X8-11 42330 41990 8 �J 28 63795 L23_11 28 81190 85915 83040 Mark McBride Mark McBride Size (in) [_4x8 Dia (in) 1 f 4.021 4x8 4x8 4.02 1 4.02J 4x8 1 4x8 4x8 Mark Rossow Reviewed by: 4,02 Surface Area 12.69 1 r 12.69 12.69 12.71 4.02 1 L12.71 4.021 Strength (psi) L 3340 L_3310 1 5030 1 6390 L 6760 12.711 F6-540 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testi ngineers, Inc. m 544 t�P#F�tkw w45kA3�& MnwakiM>sa z '~ W re 2 JO 00co 0 W= 1— U) u_ w Q LLQ wd =w H= z� ZI- W U� 0E I- Ww u - O z U= O 1- z 1/28/2004 , MAYES TESTING ENGINEERS, INC 7,'A !Wel: CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: 0 Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : [-Sample Temp. (ASTM C1064) [ 33 °P Cloudy Concrete Stoneway 374591 5950-a FIELD DATA (ASTM C31 and C172) jytt_211 Mix Proportions: Slump Entrained Air (ASTM C143) (ASTM C231) 65°F 6.5" ok 'Water / Ccmcnt Ratio: ' [Date Received 0.329 1-2-04 Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I & II Fly Ash Water WRDA-64 ADVA Daraset Design Strength (fc): Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,916.41bs 1,267.71bs 548.0 lbs 110.0 lbs 216.7 lbs 26.4 Oz 13.0 Oz 86.4 Oz 5000 at 28 days [Placement Location and Notes: j Level P-1 PT slab pour #3 between grids 2 and 7.5 from A to F. Set #2 cast at 281 of 573 cubic yards placed. COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Made Sample # Lab # Date Tested D2/31/20031 0064 -FC 1 10290 r1/8/2004 112/31/2003 0064 -FC 1[ 0299 1 L1/8/20047 5_2/31/20031i 0064 1 5300_1 1/8/2004 L12/31/200311 0064 1 1 0301 1 [ 1/28/2004 L_12/31/20031 0064 1 0302 1 1/28/2004 112/31/20031[ 0064 1 10303 Remark: FC - Field Cure kge (day) Load (lbs) Size (in) ri-1 1 51070 1 8,j 1 50880 8 [ 28 28 67310 L86685 88860 , 28 4x8 4x8 Dia (in) Surface Area Strength (psi) 4.02 4.02 12.69 12.69 L 4 x 8 1 4.02, 1 12.69 4x8 4x8 14,02] L 12.71 4.02 L 12.71 1 91005 �1 1-4 x 8 1[4.021 12.71 4020 4010 [ 5300 1 6820-1 L_ 6990 1716011 Inspector(s): Mark McBride Mark Rossow Tested by: Mark McBride Reviewed by: .4.4--tAtf---- Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Te ng Engineers, Inc. z w J0 000 W= Q u_ w 0 u -a =• a �w zF- h- Z1- W • W C.) Q 1• - WW H � — O w Z = O I— z MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: �/❑ Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : [Sample Temp. ASTM C1064) 34 °F Cloudy Concrete Stoneway 374609 5950-a rSlump (ASTM C143) FIELD DATA (ASTM C31 and C172) Actual I Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,961.1Ibs Fine Aggregate 1,248.9Ibs Cement --Type I 555.5 lbs Fly Ash 110.9 lbs Water 228.2 lbs WRDA-64 26.5 Oz ADVA 13.1 Oz Daraset 85.5 Oz Entrained Air (ASTM C231) 67°F (Water/ Cement Ratio: 0.342 6.5" 1 Date Received i 1-2-04 Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 [Design Strength (Pc): 5000 at 28 days [Placement Location and Notes: Level P-1 PT slab pour #3 between grids 2 and 7.5 from A to F. Set #3 cast at 438 of 573 cubic yards placed. Date Made Sample # Lab # d2/31/200311 0065-R-1 1 0304 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 4ge (day) Load (lbs) 1/8/2004 112/31/2003 0065 -FC P0305 1 1 1/8/2004 112/31/2003_11 0065 [12/31/20031 [ 0065 1 0307 1/28/2004 1_12/31/200-31 L_ 0065 L 0308 ] 1 1/28/2004 112/31/2003-F- 0065 1 0309 1/28/2004 Remark: FC - Field Cure 0306 1/8/2004 8 FT] 8 46135 47990 64910 F28 I r 83880 281 5-1250 28 86310 Size (in) L-4 x8 4x8 4x8 Dia (in) Surface Area Strength (psi) 4.02 1 1 12.69 1 36301 4.02 4.02 4 x 8 1 [4.021 4 x 8] 4.02 1 12.71 ] 6400 L 12_71 1 (-6790 12.69 1 12.69 12.71 3780 F511-0-1 L6600 4x8 4.02 Inspector(s): Mark McBride Mark Rossow Tested by: Mark McBride Reviewed by: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testin Engineers, Inc. z J U 000 W= - F - w w0 2 �Q co I w. H O Z I— W La U Q O - Q I— ww LO .. Z w U= O 1— z MAYES TESTING ENGINEERS, INC • CONCRETE LABORATORY TEST REPORT Project : DHS Regional Ileadquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Issued on: Original: 0 Revised: ❑ 4-8-04 Permit # (s): D03-128 Air Temperature: 35 °F Weather: Product: Supplier: Ticket Number : MixDesign ID : Cloudy Concrete Stoneway 374620 5950-a FIELD DATA (ASTM C31 and C172) Actual 1 Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I & II Fly Ash Water WRDA-64 ADVA Daraset [Sample Temp. Slump Entrained Air (ASTM C1064) I [(ASTM C143) I L (ASTM C23 I) 1 67 ° F 6.75" % [Water / Cement Ratio: i [Date Received- 0.329 eceived 0.329 1-2-04 [Design Strength (Pc): Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,918.4Ibs 1,270.CIbs 549.0 109.0 216.6 26.4 13.0 86.4 lbs lbs lbs Oz Oz Oz 5000 at 28 days [Placement Location and Notes: Level P-1 PT slab pour #3 between grids 2 and 7.5 from A to F. Set #4 cast at 531 of 573 cubic yards placed. Date Made Sample # Lab # COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested Age (day) Load (lbs) 12/31/2003 r 0066-FCl x-0310 1 1/8/2004 1 52/31/2003 0066 -FC 12/31/2003 I L 0066 [ 12/31 /2003 1 L_ 0066 12/31/200i -1r 0066 [ 12/31/2003 T 0066 1 57-1 . Remark: FC - Field Cure 0311 1 0312 1 0313 0314 1/8/2004 1/8/2004 1/28/2004 1/28/2004 8 48005 L_8 J 8 28 ]-28 28 47125 67610 90395 86995 91065 Size (in) Dia (in) 4.02] 4x8 1 [L4.0k] 1 4x8 4x8 4.02 4x8 4.02 1 4 x8 H 4.02 1 4.02 ] 4x8 Surface Area r 12.69 1 L 12.69 1 [ 12.69 12.71 12.71 12.71 Inspector(s): Mark McBride Mark Rossow Tested by: Mark McBride Reviewed by: Strength (psi) 3780 37101 5330 07110 6850 7170 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Thstfng Engineers, Inc. z _• • W J t:) O 0 W I- � LL W O -a =W F._ z F. ZO W • W UCa O 52 • 1 - W W • 0 u -O w z U= O ~ z MAYES TESTING ENGINEERS, INC TAP :a*.,A4.tiNtiuFiY,41 CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: EJ Revised: 0 Air Temperature: 44 ° F Weather: Cloudy Product: Concrete Supplier: Stoneway Ticket Number : 374822 MixDesign ID : 5950-a Sample Temp. Slump Entrained Air (ASTM CI064) I[(ASTM C143) I (ASTM C231) 60 ° F 5.25" [Water / Cement Ratio: i Date Received 0.316 1-9-04 FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water W RDA -64 ADVA (Placement Location and Notes: Level P-1 columns at grids E/8, E/9 and E.9/8. [Design Strength (?c): Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425,742.9360 fax 425.745.1737 Weight (per cu.yd) 1,961.Cibs 1,241,r?1bs , l 108552.27 lbs 209,1 lbs 26.5 Oz 13.1 Oz 5000 at 28 days Date Made Sample # 1/8/2004 11- 0068 1 1 1/8/20041 0068 1 1 1/8/2004-1r 0068 —1 L1/8/2004_1 ( 0068 -1 Remark: FC - Field Cure Lab # COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 0320 } F1/15/2004 1 0321 ( 2/5/20041 4ge (day] Load (lbs) 7 62990 28 1 0322 L2/5/2004 J 28 1 0323 2/5/2004 87335 92420 Size (in) Dia (in) Surface Area Strength (psi) 4 x 8 1] 4.021 1 12,69 ( 4960 4x8 4x8 28 (( 89630-1L4 x 8 Inspector(s): Mark McBride Tested by: Mark McBride [4.021 L12.68 r4.02 1 52.6-8-1 2.681 4.02 1 L12.68 6890 7290 7070 Reviewed by: r oduced without the approval of Ma s Tes ' Information in this report applies only to the actual samples tested and shall not be rep[ yeEngineers. Inc. .va�naiuev, MAYES TESTING ENGINEERS, INC • CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Issued on: 4-8-04 Original: Revised: ❑ Permit # (s): D03-128 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 49 ° F Rain Concrete Stoneway 379571 5950-a Sample Temp. 1. (ASTM C1064) Slump (ASTM C143) 6.0.. I[Date Received 1-30-04 60°F !Water/ Cement Ratio: 0.339 FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: Entrained Air (ASTM C231) Ok Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA [Design Strength (?c): Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,958.4Ibs 1,250.CIbs 559.0 112.0 227.4 26.4 13.2 lbs lbs lbs Oz Oz 5000 at 28 days [Placement Location and Notes: 1 Level P-2 closure strip on 7.5 line from A to F. SW and NW exhaust shaft walls at level P-1. Level P-1 shear wall and pilasters on 2 line from A to C.5. Sampled at 30 of 50 cubic yards placed. Date Made Sample # 1/29/2004 1 1 1/29/2004 11 0074 1/29/2004 ! 0074 1/29/200-41 0074 J Remark: FC - Field Cure 0074 Lab # 0346 [ 0347 0348 0349 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 4ge (day) Load (lbs) Size (in) 2/5/20041 7 60965 1 4 x 8 2/26/2004 2/26/2004 2/26/2004 28 j 28 83290 Dia (in) Surface Area Strength (psi) [4.02 r 4 x 8 4.02 1 86395 1 1 4 x 8 28 L87580 Inspector(s): Mark McBride Tested by: Mark McBride 4x8 4.02 1 4.02 12.68-1 12.71 1 12.711 [ 6800 l 12.717 L68901 4810 6560 Reviewed by: %- Information in this report applies only to the actual samples tested and shall not be reproduced without theapproval of Mayes T Engineers, gineers Inc. MAYES TESTING ENGINEERS, INC • CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: Revised: ❑ Air Temperature: 45 ° F Weather: Cloudy Product: Concrete Supplier: Stoneway Ticket Number : 379677 MixDesign ID : 5950-a FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Daraset Sample Temp. Slump Entrained Air [(ASTM C1064)1 ((ASTM C143) I f (ASTM C231) I 68°F 5.5" ok (Water / Cement Ratio: i Date Received 0.333 1-31-04 [Placement Location and Notes: 1 1st floor PT slab between grids A and F from 7.5 to 13. Set #1 cast at 64 of 680 cubic yards placed. Everett Once 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,962.3Ibs 1,248.3 lbs 551.0 110.0 220.4 26.4 13.2 86.0 lbs lbs lbs Oz Oz Oz {Design Strength (f c): 5000 at 28 days COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Made Sample # Lab # Date Tested Age (day] Load (lbs) [ 1/30/2004 11 0075 -FC 1 1 0350 1/30/2004 T [ 0075 -FC 0351 [ 1/30/2004 r 0075 -1 0352 1/30/2004 1L_ 0075 1 0353 L1/30/2004 l r 0075 i 5354 [V30/20041 0075 [ 0355 Remark: FC - Field Cure 2/3/2004 2/4/2004 2/6/2004 1 2/27/2004 2/27/2004 1 1 2/27/2004 LA_J I 5 Size (in) 34105 4 x 8 1 4x8 7 56465 L 4 x 8 17777W1 L 4 x 8 1 28 [ [ 73830 39220 28 28 75480 Dia (in) 4.02 1 4.01 j 4.01 1 4x8 4.QLi I-470 1 4x8 1ir-11111 Inspector(s): Mark McBride Chris Pratt Surface Area Strength (psi) 12.69 2690 Tested by: Mark McBride Reviewed by: 12.65 [^ 12.65 12.6 L12.6 1 x_12.6 3100 ] 4460 j L6170 1 5860 5990 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testi ngineers, Inc. k;. MAYES TESTING ENGINEERS, INC t1 vY,r��*>~."T4:^'+3t• ;F'.rYl'ti CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Issued on: Original: El Revised: ❑ 4-8-04 Permit # (s): D03-128 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 53 ° F Cloudy Concrete Stoneway 379742 5950-a Sample Temp. L (ASTM C 1064) 1 FIELD DATA (ASTM C31 and C172) Slump 1. Entrained Air (ASTM C143) (ASTM C231) 70°F [Water / Cement Ratio: 0.336 6.0" IDate Received 1-31-04 {Placement Location and Notes: 1st floor PT slab between grids A and F from 7.5 to 13. Set #2 cast at 241 of 680 cubic yards placed. Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water W RDA -64 ADVA Daraset [Design Strength (t'c): ; 500 Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,962.3Ibs 1,252.2lbs 558.0 111.0 225.0 26.4 13.2 86.0 lbs lbs lbs Oz Oz Oz 0 at 28 days Date Made Sample # Lab # [ 1/30/20041c 0076 -FC 51/30/2004 L9076 -FC 1/30/2004 J r 0076 J COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 1 0356J 1-2/3/200-711 0357 [ [ 2/4/2004 0358 1 1 2/6/2004 [ 1/30/2004 ] L 0076 [ 035-9-1 1/30/2004 IF 0076—J [ 1/30/20041r-0076 Remark: FC - Field Cure 2/27/2004 [ 0360-1 2/27/2004 L0361 [ [^2/27/2004 k ge (day) Load (lbs) 4 35805 5 40280 7 1 [ 58190 28i 82210 L 85650 Size (in) Dia (in) Surface Area Strength (psi) 4x8 174.02 I [ 12.69 j 4x811 L4.01 L 12.65 [ 4x8 j[4.011 r12.65 [ 4x8 4.01 [ 12.6 [ 4x8 28J 85255 [ L 4 x 8 Inspector(s): Mark McBride Chris Pratt Tested by: Mark McBride Reviewed by: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval L2820 3180 46061 6530 L4.011 C 12.6 F6800 1-7-1.01 1 L. 12.6 J 6770 of Mayes Testi ngineers, Inc. MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: 0 Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 54 ° F Cloudy Concrete Stoneway 379842 5950-a Sample Temp. (ASTM C 1064) I Slump (ASTM C143 FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash WRDA-64 ADVA Daraset ) IEntrained Air (ASTM C231) 68°F 5.0" [Date Received 1-31-04 [Placement Location and Notes: j 1st floor PT slab between grids A and F from 7.5 to 13. Set #3 cast at 521 of 680 cubic yards placed. Evetett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,960.5Ibs 1,370.1Ibs 558.2 lbs 111.8 lbs 26.5 Oz 13.1 Oz 85.5 Oz [Design Strength (Pc): 1 5000 at 28 days Date Made Sample # Lab # r1/30/20041 0077 -FC 1 0362 1 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 2/4/2004 11/30/2004 11 0077-FC1 1 0363] I 2/4/2004 [ 1/30/2004 1 0077 J 1/30/2004 , 0077 0364 0365 L1/30/2004][ 0077 .1 1 0366 1 1/30/2004 1 [ 0077 I 1 0367 Remark: FC - Field Cure 2/6/2004 r2/27/2004 2/27/2004 4ge (day) Load (lbs) 1 5 J 1 39700 } 28 28 2/27/2004 ] [ 28 39655 Size (in) Dia (in) 4x8 4x8 4.01 4.01 64020] 1 4x8 79125 83300 4.01 L_4x8 4x8 I 80505 1 4 x 8 Inspector(s): Mark McBride Tested by: Mark McBride 4.01 4.01 , Surface Area 112.65 12.65 1 12.65 1 12.6 1 12.6 Strength (psi) 3140 3140 5060 6280 6610 L4.01 j [ 12.6 1 1 6390 1 Chris Pratt Reviewed by: / Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Te§tir(g Engineers, Inc. MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: [/❑ Revised: ❑ Air Temperature: 55 °F Weather: Product: Supplier: Ticket Number MixDesign ID : Sample Temp. (ASTM C1064) 67° F Cloudy Concrete Stoneway 379869 5950-a FIELD DATA (ASTM C31 and C172) Actual I Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,962.3Ibs Fine Aggregate 1,247.1Ibs Cement --Type I 548.0 lbs Fly Ash 110.0 lbs Water 220.6 lbs WRDA-64 26.4 Oz ADVA 13.2 Oz Daraset 86.0 Oz ISlump Entrained Air (ASTM C143) I (ASTM C231)' 5.5" cyo [Date Received 1 1-31-04 [Water / Cement Ratio: 0.335 Eveett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Design Strength (fc): 5000 at 28 days (Placement Location and Notes: � 1st floor PT slab between grids 7.5 and 13 from A to F. Set #4 cast at 581 of 680 cubic yards placed. Date Made Sample # Lab # 1 1/30/200_4_15078-F-61 L 03681 1/30/2004 1/30/2004 L_1/30/2004 1 0078 -FC r 0078 r 0369 0370 0078 j 1 0371 1-1/30/200411 0078i F0372 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 4ge (day) Load (lbs) Size (in) 2/4/2004 1 r 5 1 42880 1[ 4 x 8 2/4/2004 5 2/6/2004 1 r 7 2/27/2004 2/27/2004 28 39470 59280 [ 79975 1 28 j j 77900 1 1/30/2004 1 0078 1 0373 1 1 2/27/2004 1 F28 1 L 78440 Remark: FC - Field Cure Inspector(s): Mark McBride Tested by: Mark McBride 4x8 1 4x8 Dia (in) Surface Area 4.01 12.65 4.011 L 12.65 I [-12.65 4.01 4.01 1 L 12.6 4.011 [ 12.61 1 4.05 L 12.6 4.01 4x8 4x8 4x8 Chris Pratt Reviewed by: A Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes lisifing Engineers, Inc. Strength (psi) 3390 3120 4680 1 6350 16180_ 6230 I MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: Revised: 0 Air Temperature: Ticket Number : MixDesign ID : Sample Temp. (ASTM C 1064) 66°F [Water / Cement Ratio: Weather: Product: Supplier: 53 °F Cloudy Concrete Stoneway 379906 5950-a Slump (ASTM CI43) 6.25" J[Date Received 1-31-04 0.323 FIELD DATA (ASTM C31 and C172) Entrained Air (ASTM C231) Actual I Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Daraset [Design Strength (Pc): Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,962.3Ibs 1,243.11bs 550.0 109.0 213.1 26.4 13.2 86.0 lbs lbs lbs Oz Oz Oz 5000 at 28 days (Placement Location and Notes: j 1st floor PT slab between grids 7.5 and 13 from A to F. Set #5 cast at 645 of 680 cubic yards placed. Date Made Sample # COMPRESSION TEST RESULTS (ASTM C39 and C1231) Lab # Date Tested 4ge (day) Load (lbs) 1/30/200411_ 0079 [ 0374 1/30/2004 1/30/2004 1 0079 1 L0375 0079 1/30/2004 Remark: 1 0079 1 FC - Field Cure 0376 0377 2/6/2004 [7 1 2/27/2004 2/27/2004 2/27/2004 28J 28 28 55540 75255 75265 74070 Size (in) Dia (in) Surface Area 4x8 1121,01 01 1 4x8 4x8 4x8 Inspector(s): Mark McBride Chris Pratt Tested by: Mark McBride Reviewed by: 4.01 12.65 H2.6 1 4.011 1 12.6 1 4.01 12.6 J Strength (psi) 4390 5970 5970 5880 Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. r^,4f�JfUl�7rc4' MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: E] Revised: ❑ Air Temperature: 33 °F Weather: Product: Supplier: Ticket Number MixDesign ID : Sample Temp. (ASTM CI 064) Clear Concrete Stoneway 381902 5950-a FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water W RDA -64 ADVA ISlump Entrained Air (ASTM C143) (ASTM C231) 59°F 6.25" [Water / Cement Ratio: 0.325 [Date Received 2-11-04 Design Strength (fc): Evemmtt Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,959.EIbs 1,248.elbs 546.7 lbs 116.7 lbs 215.7 lbs 26.5 Oz 13.0 Oz 5000 at 28 days Placement Location and Notes: 1 1st floor columns at grids 8/E.9, 9/E.9, 10/E.9 and 11/D, E, E.9. Sampled at 6 of 12 cubic yards placed. Date Made Sample # 2/10/2004 [[ 0081 2/10/2004 1 1 2/10/2004 _I 2/10/2004 Remark: 0081 0081 FC - Field Cure COMPRESSION TEST RESULTS (ASTM C39 and C1231) Lab # Date Tested kge (day) Load (lbs) 0382 L0383 1 1 0384 1 0081 J 1 0385_1 2/17/2004 3/9/2004 3/9/2004 3/9/2004 7 28 28 28 53450 74015 74490 74130 Inspector(s): Mark McBride Tested by: Mark McBride Size (in) 4x8 4x8 1 4x8 4x8 1 Dia (in) Surface Area 4.00 1 L 12.59 [ 4.02 1 4.02 4.02 12.69 12.69 L12.69 Strength (psi) 4240 5830 5870 5840 Reviewed by: Information in this report applies only to the actual samples tested and shall not be reproduced without theapproval of Mayes lin Engineers, gineers Inc. r!q i4. a''t"Rl'4'S;W+.X'i'�'Y4HtMr??4u 3 t* MAYES TESTING ENGINEERS, INC ri d+f:.ei i+s.4vMp.LRS�,. CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (sj: Issued on: 4-8-04 D03-128 Original: C] Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 63°F 51 °F Clear Concrete Stoneway 382992 5950-a Slump (ASTM C143) 5.0" FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: Entrained Air (ASTM C231) [Water / Cement Ratio:' [Date Received 0.340 2-14-04 (Placement Location and Notes: 1st floor PT slab between grids A and F from 2 to 7.5. Set #1 cast at 51 of 865 cubic yards placed. Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Daraset [Design Strength (Pc): 1 Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,960.CIbs 1,251.CIbs 549.0 109.0 224.0 26.4 13.2 86.0 lbs lbs lbs Oz Oz Oz 5000 at 28 days Date Made Sample # T2/13/2004 1 2/13/20041 2/13/2004 0082 0082 Lab # 0386 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 2/20/2004 03871 F3/12/2004 0082 1 F0388 { 2/13/2004 0082 1 Remark: FC - Field Cure 0389 3/12/2004 3/12/2004 Age (day) Load (lbs) 7 �28 28 28 Inspector(s): Chris Pratt 59245 87165 82965 84210 Size (in) 4x8 1 4x8 Dia (in) 4.01 4.01 4x8 4x8 Surface Area 12.63 1 12.63 4.01 1 L 12.63 I x6570 12.631 F667-67 Strength (psi) 4690 1 6900 4.01 Mark McBride _ Tested by: Mark McBride Reviewed by: ✓ /1 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Te g Engineers, Inc. MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: Revised: ❑ FIELD DATA (ASTM C31 and C172) Air Temperature: 48 ° F Weather: Clear Product: Concrete Supplier: Stoneway Ticket Number : 383059 MixDesign ID : 5950-a Sample Temp.— SlumpEntrained Air (ASTM C1064) (ASTM C143) [ (ASTM C231) 65°F [Water / Cement Ratio: 0.345 6.0" [Date Received 2-14-04 [Placement Location and Notes: 1st floor PT slab between grids A and F from 2 to 7.5. Set #2 cast at 234 of 865 cubic yards placed. Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ok ADVA Daraset Everett Office 917-1341h Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,962.CIbs 1,250.CIbs 559.0 110.0 231.0 26.5 13.1 85.5 lbs lbs lbs Oz Oz Oz [Design Strength (Pc 1 5000 at 28 days Date Made Sample # Lab # (-2/13/2004 r 0083-F6 [0390 L2/13/2004 IL2083-FC [ 2/13/2004 0083 J [ 2/13/2004 IT 0083 L2/13/2004 11 0083 1 [ 2/13/2004 1 [ 0083 Remark: FC - Field Cure 03911 0392 0393 0394 0395 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested [ 2/18/20047 2/18/2004 [ 2/20/2004 1 3/12/2004 3/12/2004 3/12/2004 t ge (day) Load (lbs) Size (in) r 4 x 8 4.021 r12.69 5 1 47250 4 x 8 4.02 12.69 L 7 11 63830 J 4 x 8 4.01 D2.63 [ 82230 1 28 84340 I 4 x 8 L4.01 1[ 12.631 [-83260 4 x 8 [ 4.01 1_ 12.63 1 5 46740 Dia (in) Surface Area Strength (psi) L_3680 28 4x8 4.01 12.63 28 Inspector(s): Chris Pratt Mark McBride Tested by: Mark McBride Reviewed by: 13720 5050 6510 6680 6590 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. z w -..t0 O 0 cn O W = u") LL W 0 2 g a =• d W z f_ ZO W • W U� O N O 1— WW 1— u- O W ..z = O 1"- z MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: El Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM CI 064) 53 ° F Clear Concrete Stoneway 383126 5950-a FIELD DATA (ASTM C31 and C172) Actual I Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,960.CIbs Fine Aggregate 1,253.CIbs Cement --Type I 546.0 lbs Fly Ash 112.0 lbs Water 232.0 lbs WRDA-64 26.4 Oz ADVA 13.2 Oz Daraset 86.0 Oz Slump Entrained Air (ASTM CI43) I (ASTM C231) 65° F 5.5" ok [Water / Cement Ratio: 0.353 [Date Receive -di 2-14-04 Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 [Design Strength (Pc): 5000 at 28 days [Placement Location and Notes: 1st floor PT slab between grids A and F from 2 to 7.5. Set #3 cast at 406 of 865 cubic yards placed. Date Made Sample # [ 2/13/2004 2/13/2004 1 1 2/13/2004 1 0084 0084 1 0084 1 2/13/2004 I j_ 0084 Remark: FC - Field Cure Lab # 1 0396 0397 0398 j 5399 3/12/2004 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 4ge (day] Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) 1 2/20/20041 �7 3/12/2004 3/12/2004 28 (281 28 F59905 C 4x8 7 4.01 1 Pi2.63 84430 84085 85110 Inspector(s): Chris Pratt Tested by: Mark McBride 4x8 r4x8 4.01 4.01 4x8 4.01 Mark McBride Reviewed by: 12.63 12.63 r 12.63 I 4740 6690 6660 6740 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testi ngineers. Inc. MAYE$ TESTING ENGINEERS, INC tia�.'sbza,� N CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: E] Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 64°F 'Water/ Cement Ratio: ll 0.319 FIELD DATA (ASTM C31 and C172) 55 °F Clear Concrete Stoneway 383177 5950-a Slump Entrained Air (ASTM C143) (ASTM C231) 6.0" Date Received - 2 -14-04 Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Daraset [Design Strength (Pc): Everett Office 917-13411 Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,959.CIbs 1,251.CIbs 551.0 lbs 110.0 lbs 211.0 lbs 26.5 Oz 13.1 Oz 85.5 Oz 5000 at 28 days 'Placement Location and Notes:—I 1st floor PT slab between grids A and F from 2 to 7.5. Set #4 cast at 559 of 865 cubic yards placed. Date Made Sample # 2/13/200_4_ _IL 0085 2/13/2004 ( `2/13/2004 r 0085 , 0085 ( 2/13/20041- 0085 Remark: FC - Field Cure Lab # 0400 , 0401 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 2/20/2004 3/12/2004 { 04027 D/12/2004 r 0403 3/12/2004 4ge.(day) Load (lbs) 62515 1 [ 2 7 78720-1 28 1 7 28 83480 80120 Inspector(s): Chris Pratt Tested by: Mark McBride Size (in) Dia (in) 4x87 4.01 4x8 4.01 4x8 1 [4.01 4x8.114.011 r12.63J Surface Area Strength (psi) 12.63 [ 4950 12.63 ( 6230 ( 12.63 Mark McBride Reviewed by: 6610 6340 ./"I Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Te Engineers. gineers Inc. 1110 MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 003-128 Original: 0 Revised: ❑ Air Temperature: 60 ° F Weather: Product: Supplier: Ticket Number : MixDesign ID : Clear Concrete Stoneway 383239 5950-a Sample Temp. 1 Slump (ASTM C1064) (ASTM C143) FIELD DATA (ASTM C31 and C172) • Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Daraset Entrained Air (ASTM C231) 68°F 5.0" 0/0 [Water / Cement Ratio: I [Date Received' 0.345 2-14-04 [Placement Location and Notes: j [Design Strength (Pc): Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,960.CIbs 1,251.CIbs 547.0 lbs 109.0 lbs 226.0 lbs 26.4 13.2 OzOz 86.0 Oz 5000 at 28 days 1st floor PT slab between grids A and F from 2 to 7.5. Set #5 cast at 722 of 865 cubic yards placed. Date Made Sample # 12/13/2004 0086 -FC F2/13/2004 J[ 0086 -FC 2/13/2004 1 2/13/2004 .11_ 0086 2/13/2004] 0086 1 [ 2/13/2004 i [ 0086 1 Remark: 0086 FC - Field Cure COMPRESSION TEST RESULTS (ASTM C39 and C1231) Lab # Date Tested Age (day) 2/18/2004 F0405 1 2/18/2004 0404 0406 0407 0408 2/20/2004 F-372/2004 3/12/2004 0409 3/12/20011 5 5 7 28 28 Inspector(s): Chris Pratt Load (lbs) r 399357 1 40535 1 r 57270 82515 79075 81895 Tested by: Mark McBride Size (in) Dia (in) 1 4.02 4.02 4x8 4.01] 4.01 1 4.01 4x8114.01 4x8 4x8 4x8 4x8 Mark McBride Reviewed by: Surface Area r-12.69 J 12.69 F12.63 1 12.63 12.637 F6260 C 12.63 1 6480) Strength (psi) 1 3150 F3190 4530 6530 // Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testi ngineers, Inc. MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: Revised: ❑ Air Temperature: 60 0 F Weather: Product: Supplier: Ticket Number MixDesign ID : [Sample Tcmp. (ASTM C1064) 69°F [Water / Cement Ratio: Clear Concrete Stoneway 383259 5950-a Slump (ASTM C143) FIELD DATA (ASTM C31 and C172) Entrained Air (ASTM C231) 0.354 5.75" J[Date Received 2-14-04 0/0 Actual J Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Daraset [Design Strength (Pc): Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,959.CIbs 1,250.CIbs .0 s 1110 lblbs 236555..000 lbs 26.5 Oz 13.1 Oz 85.5 Oz 5000 at 28 days [Placement Location and Notes: j 1st floor PT slab between grids A and F from 2 to 7.5. Set #6 cast at 786 of 865 cubic yards placed. Date Made 2/13/2004 2/13/2004] 2/13/20041 2/13/2004 IL 0087 Sample # Lab # 0087 -FC 0087 -FC 0087 L2/13/2004 1 1 2/13/2004 Remark: FC - Field Cure 0087 0087 0410 F0411 0412 0413 0414 0415 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 4ge (day] 2/18/2004 1 C_s1 1 2/18/2004 2/20/2004 3/12/2004 1 3/12/2004 3/12/2004 Inspector(s): Tested by: 5 7 Load (lbs) 39935 38865 28 55390 J 79165 28 1 28 82730 1 80120 Size (in) 4x8 4x8 4x8 4x8 4x8 4x8 Michael Craig Mark McBride Mark McBride Reviewed by: Dia (in) 4.02 4.02 4.01 4.01j 4.011 1 4.01 Surface Area Strength (psi) 31501 12.69 L12.69 r 12.63 12.63 r 12.63 L 12.63 F-36-6-0-1 4390 6270 r 6550 1 6340 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Tes ' Engineers, Inc. MAYES TESTING ENGINEERS, INC ' Y t` =�fllfiw' CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: ❑�/ Revised: ❑ Air Temperature: 43 ° F Weather: Rain Product: Concrete Supplier: Ticket Number : MixDesign ID : Stoneway 383523 5950-a Sample Temp. Slump (ASTM C1064) (ASTM CI43) 62°F 5.0" FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Entrained Air (ASTM C231) Water / Cement Ratio: [Date Received 0.350 2-17-04 [Placement Location and Notes: 1st floor columns at grids F/6, 7; E/2.8, 4, 5, 6, 7; E.9/3, 4, 5. Sampled at 11 of 22 cubic yards placed. 0/0 Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,959.2Ibs 1,250.8Ibs 550.9 lbs 107.3 lbs 230.5 lbs 26.5 Oz 13.1 Oz [Design Strength (Pc): i 5000 at 28 days Date Made 2/16/2004 1 2/16/2004 I 0088 Sample # Lab # 0416 0088 F2716/2004 0088 L2/16/2004 0088 Remark: FC - Field Cure 0417 1 04181 0419 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 2/23/2004 r 3/15/2004 1 3/15/2004 3/15/2004 Age (day) Load (lbs) Size (in) 4x8 7 58140 28 28 28 82870 1 83855 1 82370 4x8 4x8 4x8 Dia (in) Surface Area 4.02.1 4.01 1.2.63 1 12.63 1 1 12.63 1 12.67 4.01 4.01 Strength (psi) 1 4590 6560 6640 6520 Inspector(s): Mark McBride Tested by: Mark McBride Reviewed by: %' /t'I Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes ' g Engineers, Inc. MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Issued on: Original: 2 Revised: ❑ 4-8-04 Permit # (s): D03-128 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 42 ° F Partly Cloudy Concrete Stoneway 384838 5950-a FIELD DATA (ASTM C31 and C172) ; Actual 1 Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Sample Temp. Slump Entrained Air (ASTM C1064) 11.(ASTM C 143) I L (ASTM C231) I 59° F 5.75" [Water / Cement Ratio: [Date Received 0.332 2-21-04 [Placement Location and Notes: 1 Grade beams for the SE tunnel entrance and slab/footing pad for the NW exterior exhaust shaft. Sampled at 10 of 25 cubic yards placed. 1 Design Strength (fc): Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,962.3Ibs 1,252.Elbs 552.0 lbs 110.0 ibs 219.9 lbs 26.4 Oz 13.2 Oz 3000 at 28 days Date Made Sample # 2/20/2004 r2/2o/2004 2/20/2004 2/20/2004 1 Remark: FC - Field Cure 0090 0090 0090 0090 Lab # 0424 0425 0426 0427 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Dale Tested Age (day) Load (lbs) Size (in) 2727/2004 7 61410 4 x 8 1 3/19/2004 1 3/19/2004 3/19/2004 28 28 28 87150 86450 84610 Inspector(s): Mark McBride Tested by: Mark McBride 4x8 4x8 4x8 Dia (in) Surface Area 4.011 4.021 4.02 4.02 12.6 12.69 1. 12.69 L12.69 Reviewed by: % /9 Strength (psi) 4870 6870 6810 6670 Information in this report applies only to the actual samples tested and shall not be reproduced without theapproval of Mayes T Engineers, gin eers, Inc. y U mss::. Yf MAYES TESTING ENGINEERS, INC 'j t 4"/,1 *C.44:11+4 if CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: ❑d Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 47 °P Light Shower Concrete Stoneway 386289 5950-a Sample Temp. (ASTM C1064) [ 68 ° F FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water W RDA -64 °Ao ADVA Daraset Slump Entrained Air (ASTM C I43) (ASTM C231) 6.0" [Water / Ccmcnt Ratio: [Date Received 0.346 2-28-04 !Placement Location and Notes: 2nd floor PT slab between grids 6.5 and 11 from B to F. Set #1 cast at 53 of 458 cubic yards placed. Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,960.5Ibs 1,248.7Ibs 553.6 lbs 110.9 lbs 229.8 lbs 26.5 Oz 13.1 Oz 85.5 Oz [Design Strength (Pc): 5000 at 28 days Date Made Sample # 2/27/2004 IF 0092 -FC -1 2/27/2004 2/27/2004 0092 L2/27/2004 11 0092 F2/27/20041 [ 0092 0092 -FC COMPRESSION TEST RESULTS (ASTM C39 and C1231) Lab # Date Tested 4ge (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) 043-2-1 [ 3/3/2004 [0433 [ 0434 1 [ 04351 I-0436 J %27/2004 IL 0092 J 00437 J Remark: FC - Field Cure 3/3/2004 3/5/2004 3/26/2004 3/26/2004 3/26/2004 5 44860 r x 8 5 7 41865 60095 28 78510 4.01 4x8 1 12.63 4.01 1 [ 12.63 4x8 4x8 L4.02 4.01 12.69 L 12.63 L 28 D9315 1 P4xx 8 1 [4.01 I I 12.63 28 82500 I 4 x 8 1 4.01 [ 12.63 inspectors): Mark McBride Chris Pratt Tested by: Mark McBride Reviewed by: �/44 to the actual samples tested and shall not be reproduced without the [oval of Mayes Testi ngine 3550-1 3310 1 4730 6220 6280 1 F6530 Information in this report applies only pp ers, Inc. MAYES TESTING ENGINEERS, INC :+v7aY:t.r7}?,T1.1p4 CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: 0 Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 50 ° F Cloudy Concrete Stoneway 386414 5950-a Slump (ASTM CI43) 5.0" I[Date Received 2-28-04 64° F [Water / Cement Ratio: 0.349 DATA and C172) Actual I Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,960.5Ibs Fine Aggregate 1,248.9Ibs Cement --Type I 548.2 lbs Fly Ash 110.0 lbs Water 229.9 lbs WRDA-64 .5 Oz ADVA 26 13.1 Oz Daraset 85.5 Oz FIELD (ASTM C31 Entrained Air (ASTM C231) [Placement Location and Notes: I 2nd floor PT slab between grids 6.5 and 11 from B to F. Set #2 cast at 230 of 458 cubic yards placed. Evemtt Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 [Design Strength (Pc): 5000 at 28 days Date Made Sample # r2/27/200-4-11 0093 2/27/2004 r2/27/2004 2/27/200411 0093 0093 0093 Remark: FC - Field Cure Lab # 0438 0439 F044-01 0441 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested Age (day) Load (lbs) 1-15/200T-1 I 7_i 61590 81975 3/26/2004 3/26/2004 3/26/2004 28 128 28 80850 2610 Size (in) Dia (in) 4x8 4.02 4x8-1 4x8 4x8 4.01 4.01 Inspector(s): Mark McBride Chris Pratt Tested by: Mark McBride Reviewed by: T Surface Area 12.69 1 12.63 12.63 12.631 A2 Strength (psi) 4850 6490 6400 1 6540 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Te gtiag Engineers, Inc. v xl�+'a'ii MAYES TESTING ENGINEERS, INC • CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: Issued on: Original: Q Revised: ❑ E3187 4-8-04 Permit # (s): D03-128 Air Temperature: 53 °F Weather: Product: Supplier: Ticket Number MixDesign ID : Sample Temp. (ASTM C 1064) 67°F 'Water / Cement Ratio: Cloudy Concrete Stoneway 386475 5950-a Slump (ASTM C 143) FIELD DATA (ASTM C31 and C172) .:_±.52.211 Mix Proportions: Entrained Air (ASTM C231) 0.343 5.5" (Date Received 2-28-04 Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Daraset Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,962.3Ibs 1,250.EIbs 560.0 110.0 230.0 26.4 13.2 86.0 lbs lbs lbs Oz Oz Oz [Design Strength (f c): 5000 at 28 days (Placement Location and Notes: 2nd floor PT slab between grids 6.5 and 11 from B to F. Set #3 cast at 357 of 458 cubic yards placed. Date Made 2/27/2004 2/27/2004 Sample # Lab # 0094 -FC 1 -6 -094 -FC r 2/27/20041( 0094 2/27/2004 [ 0094 �l 1-6-445 12/27/20041L 0094 1 r 0446 [2/27/2004 1 0094 (-0447 Remark: FC - Field Cure 0442 0443 0444 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 4ge (day) Load (lbs) 3/3/2004 3/3/2004 3/5/2004 3/26/2004 3/26/2004 3/26/20041 5 5 71 1 28 81110 1 28 1 r 82950 85850 T44910 4 910 45485 63775 28 Size (in) Dia (in) 4x87 4x8 4.01 Surface Area 12.637 1 4.01 1 r 12.63 4 x 8 L4A2J L12.69 4x8 4x8J 4x8 14.01 1 012.63-1 4.01 1 L_12.63 4.01 1 H2.63 Inspector(s): Mark McBride Chris Pratt Tested by: Mark McBride Reviewed by: fl Strength (psi) 3560 3600 5020 L6420 6570 6800 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Tes i : Engineers, Inc. MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: El Revised: ❑ Air Temperature: 39 ° F Weather: Product: Supplier: Ticket Number MixDesign ID : Sample Temp. (ASTM C1064) 58°F Rain Concrete Stoneway 387987 5950-a Slump (ASTM C143) FIEL (ASTM C3 D DATA 1 and C172) Actual , Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Entrained Air (ASTM C231) [Water / Cement Ratio: 0.343 6.25" Jate Received 3-6-04 Ok [Design Strength (Pc): Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1 ,962,3Ibs 1,248.1Ibs 557.0 lbs 111.0 lbs 228.9 lbs 26.4 oz 13.2 Oz 5000 at 28 days [Placement Location and Notes: NW exterior exhaust shaft walls. Slab closure strip on level P-1. 2nd floor columns at grids E/7, 8, 11; E.9/8, 9, 10, 11; and F/7. Sampled at 10 of 59 cubic yards placed. Date Made Sample # F 3/5/2004 0096 3/5/200-4-1 3/5/2004 10096 0096 3/5/2004 0096 Remark: FC - Field Cure Lab # r0452J 0453 0454 [0455 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 4ge (dayl Load (lbs) 3/12/2004 4/2/2004 4/2/2004 4/2/2004 7 28 53095 28 28 1 Inspector(s): Mark McBride Tested by: Mark McBride Size (in) 4x8 4x8 4x8 Dia (in) Surface Are 4.01 4x8 Reviewed by: / F12.63 L /1 Strength (psi) L4200 Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Tes g Engineers, Inc. MAYES TESTING ENGINEERS, INC , CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: Issued on: Original: 0 Revised: ❑ E3187 Permit # (s): 4-8-04 D03-128 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 53 ° F Cloudy Concrete Stoneway 389969 5950-a FIELD DATA (ASTM C31 and C172) Actual I Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,962.3Ibs Fine Aggregate 1,245.EIbs Cement --Type I 545.0 lbs Fly Ash 109.0 lbs Water 238.6 lbs WRDA-64 26.4 Oz ADVA 13.2 Oz Daraset 86.0 Oz Sample Temp. -1 Slump Entrained Air (ASTM C1064) I1(ASTM C 143) I (ASTM C231) 68 ° F 5.5" [Water / Cement Ratio: Date Received 0.365 3-13-04 Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 [Design Strength (Pc): 5000 at 28 days [Placement Location and Notes: 1 2nd floor PT slab between grids A and F from 2 to 6.5. Set #1 cast at 41 of 487 cubic yards placed. Date Made Sample # r3/12/2004 3/12/2004 D712/2004 0098 -FC L0098 -FC 0098 3/12/2004 I-3/12/2004-1 D/12/2004 3/12/2004 Remark: 0098 1 0098 0098 0098 FC - Field Cure Lab # 0460 J 046171 F0462 0463 T 0464 0465 0466 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested Nge (day, Load (lbs) 3/16/2004 3/16/2004 3/19/2004 3/26/2004 4/9/2004 4/9/2004 L4/9/2004 4 37700 1 4 1 1 38145 1 14 63880 74480 28 28 J 28 Inspector(s): Mark McBride Tested by: Mark McBride Size (in) 4x8 4x8J L4x8 4x8 Dia (in) 4.011 4.01 1 Surface Area 12.63 12.63 F47021 [ 12.69 4.01 12.63 4x8 4x8 Strength (psi) L2990 1 3020 5030 5900 [ 4x8 J L J [17-7] Chris Pratt Reviewed by: oduced without thea Information in this report applies only to the actual samples tested and shall not be reprpproyal of Mayes Tes ' yy, Engineers, Inc. MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: d❑ Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 53 ° F Cloudy Concrete Stoneway 390087 5950-a Sample Temp. (ASTM C 1064) L Slump (ASTM C143) FIELD DATA (ASTM C31 and C172) Actual I Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,962.3Ibs Fine Aggregate 1,242.&Ibs Cement --Type I 562.0 lbs Fly Ash 109.0 lbs Water 251.5 lbs W RDA -64 26.4 Oz ADVA 13.2 Oz Daraset 86.0 Oz Entraincd Air (ASTM C231) 64°F 5.0" !Water / Ccmcnt Ratio: i [Date Received 0.375 3-13-04 Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 [Design Strength (f'c): 5000 at 28 days [Placement Location and Notes: 1 2nd floor PT slab between grids A and F from 2 to 6.5. Set #2 cast at 192 of 487 cubic yards placed. Date Made 3/12/2004 1 3/12/2004 I 03/12/2004] 1 3/12/20041 5/12/206-41 12/20041 Remark: Sample # Lab # 0099 1 F0467 0099 0099 0099 FC - Field Cure [ 0468 0469 0470 0099 1 ► 0471] COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 3/19/2004) 3/26/2004 4/9/2004 4/9/2004 4/9/2004 6,ge (day] Load (lbs) 7 14 28 28 28 60490 69315 Size (in) 1 4x8 Dia (in) 4.02 4x8 4x8 4x8 4x8 Inspectors): Mark McBride Chris Pratt Tested by: Mark McBride Reviewed by: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Te , • Engineers, Inc. 4.01 Surface Area 12.69 1 12.63 L Strength (psi) 4770 1 5490 MAYE$ TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: 0 Revised: ❑ Air Temperature: 56 ° F Weather: Product: Supplier: Ticket Number : MixDesign ID : Cloudy Concrete Stoneway 390211 5950-a FIELD DATA (ASTM C31 and 0172) Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Daraset rSample Tcmp. Slump Entrained Air (ASTM C1064) (ASTM C143) (ASTM C231) 65°F 6.0" [Water / Cement Ratio: Date Received L 0.352 3-13-04 [Placement Location and Notes: j Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,962.3Ibs 1,240.2Ibs 557.0 110.0 235.0 26.4 13.2 86.0 lbs lbs lbs Oz Oz Oz [Design Strength (f c): 1 5000 at 28 days 2nd floor PT slab between grids A and F from 2 to 6.5. Set #3 cast at 365 of 487 cubic yards placed. Date Made Sample # 3/12/2004 11 0100 -FC [3/12/2004 ] [ 0100 -FC r 3/12/2004 0100 U/12/2004 1 ( 0100--• 1 3/12/2004 f 0100 1 0476 1 3/12/2004) 0100 1 10477 J 1 3/12/2004 1 [ 0100 1 1 0478 COMPRESSION TEST RESULTS (ASTM C39 and 01231) Lab # Date Tested 1 3/16/2004 1 0473 1 3/16/2004 0472 0474 0475 Remark: FC - Field Cure 3/19/2004 3/26/2004 4/9/2004 4/9/2004 r- 4/9/2004 Age (day, Load (lbs) Size (in) Dia (in) 4 41395 41025 4x8 4x8 Surface Area Strength (psi) 1 4.01 12.63 r-4.01 1 r 12.63 7 G3666-14 x 8 1 4.02 1 12.69 L69835 4 x 8] 4.01 1[ 12.63 281 4x81 1 14 28 1 L2] 4x8 4x8 Inspector(s): Mark McBride Chris Pratt Tested by: Mark McBride Reviewed by: 3280 3250 5020 5530 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MAYES TESTING ENGINEERS, INC •u 1.ke,10$04 Y.; 0w:44' CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Issued on: Original: Revised: ❑ 4-8-04 Permit # (s): D03-128 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C 1064) 55 ° F Cloudy Concrete Stoneway 390266 5950-a Slump (ASTM CI43 FIELD DATA (ASTM C31 and C172) Actual I Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,962.3Ibs Fine Aggregate 1,232.3Ibs Cement --Type I 557.0 lbs Fly Ash 112.0 lbs Water 233.9 Ibs WRDA-64 26.4 Oz ADVA 13.2 Oz Daraset 86.0 Oz )� Entrained Air (ASTM C23 1) 64°F 4.5" [Water / Cement Ratio: [Date Received 1 3-13-04 0.350 [Placement Location and Notes: 2nd floor PT slab between grids A and F from 2 to 6.5. Set #4 cast at 456 of 487 cubic yards placed. Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 [Design Strength (Pc): 5000 at 28 days Date Made Sample # Lab # 3/12/2004T 0101 I [ 0479 3/12/2004 3/12/2004 0101 0101 3/12/2004 1 r 0101 r3/12/2004 [- 0101 Remark: FC - Field Cure 0480 1 0481 1 0482 0483 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 3/19/2004 3/26/2004 r4/9/2004 4/9/2004 4/9/2004 4ge (day) Load (Ibs) 7 14 j 28 1 28 28 62395 73095 Size (in) Dia (in) Surface Area 4.02 r 12.69 4 x 8 1 4.01 L12.63 4x8 4x8 4x8 4x8 1 Strength (psi) 4920 5790 J f J Inspector(s): Mark McBride Chris Pratt Tested by: Mark McBride Reviewed by: % - /7/44.44•AL— Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes T g Engineers, Inc. • MAYES TESTING ENGINEERS, INC e ro. CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: Issued on: Original: 0 Revised: 0 E3187 Permit # (s): 4-8-04 D03-128 Air Temperature: 48 ° F Weather: Partly Cloudy Product: Concrete Supplier: Ticket Number : MixDesign ID : Stoneway 390574 5950-a FIELD (ASTM C31 Sample Temp.1. Slump Entrained Air (ASTM C1064) (ASTM C143) (ASTM C231) 63°F 5.5" cyo (Water / Cement Ratio: [Date Received 0.374 3-16-04 DATA and C172) Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I & 11 Fly Ash Water W RDA -64 ADVA Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,915.Cibs 1,256.81bs 548.2 lbs 110.0 lbs 246.3 lbs 26.5 Oz 13.6 Oz [Design Strength (Pc): 1 5000 at 28 days [Placement Location and Notes: 1 PT slab closure pour on the 1st floor. 2nd floor columns at grids E/2, 2.8, 4, 5, 6; E.9/2, 3, 4, 5; F/6; and D/2. Sampled at 11 of 42 cubic yards placed. Date Made Sample # Lab # COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested Age (day) Load (lbs) 3/15/20041 0102 L 0484 3/22/2004 1 7 L3/15/2004_1 0102 0485 3/15/2004 1 0102 1 0486 4/12/2004 4/12/2004 28 28 65280 13/15/2004 0102 1 0487 4/12/2004 28 Remark: FC - Field Cure Inspector(s): Mark McBride Tested by: Mark McBride Size (in) Dia (in) 4 x 8 1 4x8 4x8 1 4x8 4.02 Reviewed by: 7 - Surface Area 12.69 L Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Te Strength (psi) 5140 Engineers, Inc. rr a xrr Kx�. mrtxrs!a MAYES TESTING ENGINEERS, INC rJ.Sl1llb .. .5.i. CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: 11 Revised: ❑ FIELD DATA (ASTM C31 and C172) Air Temperature: 48 °F Weather: Cloudy Product: Concrete Supplier: Stoneway Ticket Number : 391720 MixDesign ID : 5950-a [Sample Temp. Slump Entrained Air (ASTM CI 064) (ASTM C 143) [ (ASTM C231) 71 ° F 6.75" 0/0 {Water / Cement Ratio: [Date Received l 3-20-04 0.354 Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Actual 1 Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,960.EIbs Fine Aggregate 1,252.2Ibs Cement --Type I 546.4 lbs Fly Ash 107.3 lbs Water 231.4 lbs WRDA-64 26.5 Oz ADVA 13.1 Oz Daraset 85.5 Oz [Design Strength (Pc): 5000 at 28 days [Placement Location and Notes: 1 3rd floor PT slab between grids B and F from 7.5 to 11. Set # 1 cast at 64 of 360 cubic yards placed. Date Made Sample # r3/19/2004 0105 -FC [ 3/19/2004 1 3/19/2004 0105 -FC r 0105 Lab # 04961 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 4ge (day) Load (lbs) 3/23/2004 0497 1 3/23/2004 0498 [3/19/20041 r-0105 x_0499 r3/19/2004 0105 ] [-0500 1 3/19/200-41 0105 0501 J rill Remark: 0105 FC - Field Cure 0502 3/26/2004 4/2/2004 4/16/2004 4/16/2004 1 4 4 45180 I-7-1 40735 J 61020 14 28 L 28 4/16/2004 1 r 28-] 1 Size (in) 4x8 4x8 4x8 4x8 4x8 4x8 4x8 Dia (in) Surface Are [ 12.63 4.01 4.01 4.01 12.63 L 12.63 Strength (psi) 3580 3230 4830 Inspector(s): Mark McBride Tom Freeland Tested by: Mark McBride Reviewed by: f /11 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Te Engineers, Inc. 101 z ~• w JU O 0 CO 0 W= CO 11. w 0 2 J LLQ tn� =0 �W Z= 1- 1— O Z 1— W O • N O 1— W W IL -O w Z 1— z MAYES TESTING ENGINEERS, INC :+; 641.rd'r:i .a CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Issued on: Original: 0 Revised: ❑ 4-8-04 Permit # (s): D03-128 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 47 ° F Cloudy Concrete Stoneway 391939 5950-a FIELD DATA (ASTM C31 and C172) Actual I Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Daraset Slump Entrained Air (ASTM C143) (ASTM C231) 69 ° F 6.5" 0/0 [Water / Cement Ratio: 0.340 Date Received -04 Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,960.5 lbs 1,249.5Ibs 5.3 10947.1 lbslbs 222.9 lbs 26.5 Oz 13.1 Oz 85.5 Oz [Design Strength (fc): 5000 at 28 days [Placement Location and Notes: ' 3rd floor PT slab between grids B and F from 7.5 to 11. Set #3 cast at 318 of 360 cubic yards placed. Date Made Sample # Lab # 1-3/19/201 0107 -FC r 0508 [ 3/19/2004 11 0107 -FC [ 0509 3/19/2004] 0107 1 [101 3/19/2004 11 0107 1 0511 3/19/2004 L 0107 3/19/2004 r3/19/2004 Remark: 0107 0107 FC - Field Cure COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested Age (dayl Load (lbs) Size (in) Dia (in) 474151 4 x 8 3/23/2004 3/23/2004 3/26/2004 4/2/2004 0512 1 4/16/2004 4 4 7 14 28 0513 4/16/2004 281 0514 F4/16/20041 L 28 45990 4.01 4x8 68885 F4x8 1 4x5 4x8 4x8 4x8 L4.01 Surface Area Strength (psi) 12.63 l F3750 12.63 571.011 1 12.63 1-I 7 3640 5450 J L 1 Inspector(s): Mark McBride Tom Freeland ,v1 Tested by: Mark McBride Reviewed by: 7---^"•-•;41"A ' ✓ gV1"4%t4// Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Test ngineers, Inc. AG.Yµi u,:.:t:i;t':.t.Yftd7.. • 1,7,!..44k MAYE$ TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: E] Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. II (ASTM C1064) 64°F 49 °F Cloudy Concrete Stoneway 369393 6352-a Slump Entrained Air (ASTM CI43) (ASTM C231) FIELD DATA (ASTM C31 and C172) ;.....21.2±11 Mix Proportions: Water / Cement Ratio: 0.310 6.5" cro I[Date Received - 12 -3-03 Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA 'Design Strength (Pc): Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,957.21bs 1,211.CIbs 602.7 Ibs 115.5 Ibs 222.7 Ibs 35.5 Oz 14.2 Oz 6000 at 28 days Placement Location and Notes: 1 Level P-2 shear walls on C and D Tines from 5.4 to 7 and on 6 and 7 Tines from C to D. Level P-2 columns at grids B/6, B/7, E/2.8, E/4, E/5, E/6, E/7 and E.9/5. Sampled at 11 of 96 cubic yards placed. Date Made Sample # 12/2/2003j l 0052 1 L0241 J L_ 12/2/2003 0052 -1 L0242 12/2/2003 1 0052 L12/2/2003] 0052 Remark: FC - Field Cure COMPRESSION TEST RESULTS (ASTM C39 and 01231) Lab # Date Tested 4ge (day) Load (Ibs) 12/9/20031 12/30/2003] 0243 J 1/27/2004 I 0244 1 L142,712004 2/2004 7 L28 1 1 50980 Size (in) Dia (in) Surface Area Strength (psi) J 4 x 8 68600 56 56 1 77720 78200 L4x8 4.02 12.69 J 4020 1 I 12.6-9-1 [ 54001 1 4 x 8 1 L4.02] 5-2.69 1 6120 4 x 8 1 L4.02 L 12.69 L 6160 1 Inspector(s): Mark McBride Tested by: Mark McBride Reviewed by: [_ Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Te • • e Engineers, Inc. FiAVi!M1�'7KRfil7Pt1�"Ny!'A."9,. 'bTY;�16V1!!kU�� N-t,.=,...r MAYE$ TESTING ENGINEERS, INC 4 artsg CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Issued on: Original:❑ Revised: ❑ 4-8-04 Permit # (s): D03-128 Air Temperature: 40 °F Weather: Product: Supplier: Ticket Number MixDesign ID : Sample Temp. (ASTM C 1064) 63°F Cloudy Concrete Stoneway 371252 6352-a FIELD DATA (ASTM C31 and C172) Slump Entrained Air (ASTM C143) (ASTM C231) 6.5" [Date Received 12-12-03 Water / Cement Ratio: 0.305 1Placement Location and Notes: Level P-2 shear walls on C and D lines from 3.6 to 4.4 and on 4 line from C to D. Level P-2 columns at grids B/3, 4, 5; C/2.8; D/2.8. Sampled at 10 of 61 cubic yards placed. Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water W RDA -64 ADVA [Design Strength (Pc): Evemtt Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,958.3Ibs 1,207.3Ibs 604.0 lbs 111.0 lbs 218.0 lbs 35.1 Oz 14.1 Oz 6000 at 28 days Date Made Sample # Lab # COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 112/11/20031 0058 J -32711 112/18/2003 112/11/2003) 1 0058 1 r 0272 112/11/2003) 0058 0273 1/8/2004 12/11/2003 [— 0058 1 L_ 0274 1 1 1/8/2004 Remark: FC - Field Cure 1/8/2004 Age (day] Load (lbs) 7 67765 L28 28 83510 L28 85150 J 84510 Inspector(s): Mark McBride Size (in) Dia (in) Surface Area Strength (psi) 4x8 4.02 L 12.69 1 5340 1 L 4x8 .1 12.69 J L 6580_1 4x8 Lax8 4.02 4.02 .69 J 6710. 1 4.02 l [ 12.691 L 666121 Tested by: Mark McBride Reviewed by: _/ Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Te • Engineers, Inc. b:t. !l. UVNYR6) 1 MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: d❑ Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C 1064) 62°F 40 °P Rain Concrete Stoneway 381322 6352-a FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water W RDA -64 ADVA SlumpEntrained Air (ASTM C143) l (ASTM C231) 6.0" [Date Received 2-7-04 Water / Cement Ratio: 0.316 Design Strength (Pc): Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,957.2Ibs 1,210.GIbs 594.5 lbs 108.2 lbs 221.8 lbs 35.5 Oz 14.2 Oz 6000 at 28 days Placement Location and Notes: 1 1st floor shear walls on 9 line from C to D and on C and D lines from 9 to 9.4. 1st floor columns at grids 8/B, C, D, E; 9/B, E; 10/B; 10.2/C, D, E; and 11/B, C. Sampled at 10 of 86 cubic yards placed. Date Made Sample # 2/6/2004-11 0080 2/6/2004_] L 0080 2/6/2004 11 0080 2/6/2004 0080 Remark: FC - Field Cure Lab # 0378 1 0379 1 0380 0381 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested L2/13/2004 3/5/2004 1 3/5/2004 3/5/2004 Age (day) Load (lbs) [ 7 28 64800 90935 Size (in) Dia (in) Surface Area Strength (psi) 4 x 8 I [4.011 [ 12.6 ] 5140 4x8 1 [4.02J 5-2.69 71601 1 28J L 98030 I 4 x 8 I 4.02] [ 12.69 J L772o] 93365] r 4 x 8 1 L4.02 I L_12.69 J 7360 Inspector(s): Mark McBride Tested by: Mark McBride Reviewed by: %�-�-- Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testin ngineers, Inc. MAYE$ TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: El Revised: ❑ Air Temperature: 48 ° F Weather: Partly Cloudy Product: Concrete Supplier: Stoneway Ticket Number : 384042 MixDesign ID : 6352-a Sample Temp. Slump (ASTM C1064) (ASTM C143) 63 ° F [Water / Cement Ratio: 0.344 FIELD DATA (ASTM C31 and C172) ; Actual I Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,913.4Ibs Fine Aggregate 1,218.EIbs Cement --Type I & II 597.0 lbs Fly Ash 109.0 lbs Water 242.9 lbs WRDA-64 35.4 Oz ADVA 14.0 Oz Entrained Air (ASTM C231) [Date Received 2-19-04 Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 [Design Strength Strength (pc): 6000 at 28 days Placement Location and Notes: 1 1st floor columns at grids B/5, 6 and 7. 1st floor shear walls on C and D lines from 5.4 to 7 and on 6 and 7 lines from C to D. Sampled at 10 of 80 cubic yards placed. Date Made Sample # L2/18/2004] L_0089 [ 2/18/2004 1 L2/18/20041 L_0089 L2/18/2004 0089 I Remark: FC - Field Cure 0089 Lab # 0420 0421 0422 0423 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Dale Tested kge (day) Load (lbs) 1 7_1 r 78940 2/25/2004 3/17/2004 3/17/2004 3/17/2004 28 281 28 Size (in) Dia (in) Surface Area Strength (psi) 4x8 4.011 r 12.63 1 F6250 105775 L 4x8 J [4.0] _ 12.63 1 108375 106645 Inspector(s): Mark McBride Tested by: Mark McBride 8380 L_4 x 8 1 4.01 J L 12.63 1 [8580 L 4 x 8 J L4.01 1 [ 12.631 Reviewed by: t 844k] Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing(rfgineers, Inc. ilii sY" ft"."iR� MAYES TESTING ENGINEERS, INC • CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Issued on: 4-8-04 Original: El Revised: ❑ Permit # (s): D03-128 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 40 ° F Cloudy Concrete Stoneway 385708 6352-a Sample Temp. (ASTM C1064) IL 62°F Slump (ASTM C143) 5.25" (Water/ Cement Ratio: 0.350 FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I & II Fly Ash Water WRDA-64 ADVA Entrained Air (ASTM C231) Date Received' 2-26-04 0/0 Evemtt Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,916.4Ibs 1,213.elbs 600.0 lbs 110.0 lbs 248.6 lbs 35.4 Oz 14.0 Oz [Design Strength (Pc): 6000 at 28 days [Placement Location and Notes: I 1st floor shear walls on C and D lines from 3.6 to 4.4 and on 4 line from C to D. 1st floor columns at grids 2.8/C, D; 2/B, C, D; 4/A, B; 5/A, 3/A, B and 2.5/A. Sampled at 10 of 90 cubic yards placed. Dale Made Sample # 1 2/25/2004 ir 0091 J 2/25/2004 F 0091 [ 2/25/2004 L 0091 Lab # 0428 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 3/3/200 04291 [ 3/24/2004 1 0430 1 2/25/2004 0091 1 F0431 Remark: FC - Field Cure 3/24/2004 3/24/2004 Age (day) Load (lbs) [ 7 28 75340 98680 28 28 Size (in) Dia (in) Surface Area Strength (psi) L 4 x 8 [4.01 [ r 12.63 J 5970 J L4x8_-1 4.011 D2_63 ] 1 7810 1 98160 _1 r 4 x 8 11 4.01 1 r 12.63J [770 J 101635 Inspector(s): Mark McBride Tested by: Mark McBride r 4x8 1 4.01 1 L12.63 J 5-05-0-1 Reviewed by: 7 - Information Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testi ngineers, Inc. MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: ❑Q Revised: ❑ Air Temperature: 40 °F Weather: Rain Product: Concrete Supplier: Ticket Number : MixDesign ID : Stoneway 387511 6352-a FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: Sample Temp.Slump Entrained Air (ASTM C1064) l(ASTM C143) (ASTM C231) 60°F 5.0" To (Water/ Cement Ratio: [Date Received L 0.307 3-4-04 [Placement Location and Notes: 2nd floor shear walls on C grids B/7, 8, 9, 10, 11; C/8, Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,956.I,lbs 1,214.41bs 600.9 lbs 117,3 lbs 220.8 lbs 35.5 Oz 14.2 Oz Design Strength (fc): ; 6000 at 28 days and D lines from 9 to 9.4 and on 9 line from C to D. 2nd floor columns at 10, 11; D/8, 10, 11; and E/9, 10. Sampled at 11 of 75 cubic yards placed. Date Made Sample # Lab # [ 3/3/2004IJ L 0095 5/3/200411 0095 [ 3/3/2004 -] 0095 3/3/2004 IL 0095 Remark: FC - Field Cure COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) L04481 r3/10/2004 -1 I 7 0449 L3/31/2004J 0450 0451 3/31/2004 3/31/2004 1 28 733001 r 4 x 8 J r r 28 28 4x8 L4x8 4.01-1 12.63 J 4x8jI Inspector(s): Mark McBride Tested by: Mark McBride Reviewed by: / Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testi J Mal 5800 ngineers, Inc. MAYES TESTING ENGINEERS, INC Ct xCa 40.5' CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: d❑ Revised: ❑ Air Temperature: 43 ° F Weather: Clear Product: Concrete Supplier: Stoneway Ticket Number : 389543 MixDesign ID : 6352-a FIELD DATA (ASTM C31 and C172) Sample Tcmp. Slump L Entrained Air (ASTM C1064) (ASTM C143) (ASTM C231) 61 ° F 5.25" [Water / Cement Ratio: IDate Received 0.312 3-12-04 !Placement Location and Notes: 2nd floor shear walls on C and D lines from 6.7 to 7 and on 7 line from C to D. Sampled at 10 of 41 cubic yards placed. Actual Mix Proportions: Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,958.4Ibs Fine Aggregate 1,207.81bs Cement --Type I 596.0 Ibs Fly Ash 108.0 Ibs Water 219.8 Ibs W RDA -64 35.1 Oz ADVA 14.1 Oz [Design Strength (Pc): 6000 at 28 days Date Made Sample # 3/11/2004 I L 0097 [ 3/11/2004] 3/11/2004 1 3/11/2004 I Remark: FC - Field Cure COMPRESSION TEST RESULTS (ASTM C39 and C1231) Lab # Date Tested 0456 0097 ] F0457 0097 0097 0458 10459 3/18/2004 4/8/2004 4/8/2004 J 4/8/2004 glge (day) 1 28 1 Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) 73575 [ 4 x 4.00 1 [_ 12.57 J 15850 [-4 x 8 1 1 4 x 8J 1[ —.� r I r4x8 r--1 I - 1 1 1 28 28 Inspector(s): Mark McBride Tested by: Mark McBride Reviewed by: oval of Ma Information In this report applies only to the actual samples tested and shall not be reproduced without the appr yes Te g Engineers, Inc. izalysis of Strength Data Tests and Statistics for Job Number E3187 J Mix Number 1 4356-a Produced By Test Data From 10/20/2003 To 2/23/2004 Design Strength (fc) 4000 psi at 28 days Specimen size: 4 x 8 CYLINDER 1Sample Number Stoneway 1 Date Made 'Sample 1Temp( 7') Slump (inch) W/C Ratio Age = 28 Average Strength (psi) 0014 9/22/2003 75 6.25" 0.438 0016 9/25/2003 70 6.5" 0.420 0019 10/1/2003 71 5.25" 0.422 0021 10/3/2003 70 6.0" 0.420 0022 10/3/2003 71 6.75" 0.430 0023 10/6/2003 71 6.5" 0.413 0024 10/8/2003 67 5.75" 0.428 0025 10/9/2003 64 7.0" 0.442 0026 10/10/2003 64 5.75" 0.425 0027 10/10/2003 62 6.25" 0.417 0028 10/14/2003 65 5.5" 0.400 0029 10/16/2003 62 6.5" 0.407 0030 10/17/2003 67 5.25" 0.391 0031 10/22/2003 66 5.75" 0.388 0032 10/23/2003 64 6.25" 0.418 0037 10/27/2003 62 6.25" 0.407 0038 10/27/2003 65 6" 0.427 0045 11/14/2003 60 5.75" 0.410 0051 12/1/2003 58 6.5" 0.407 0053 12/3/2003 60 5" 0.368 Tuesday, April 13, 2004 3 -Test Ave. (psi) 4,460 4,280 5,000 4,580 4,000 4,430 3,910 4,300 3,820 3,910 3,900 3,880 -- 3,290 3,670 4,260 3,820 3,830 3,790 5,420 4,500 3,510 4,250 4,660 4,530 3,830 4,000 4,100 4,200 4,070 4,000 5,650 4,610 5,130 4,950 3,580 4,790 4,170 4,290 Page 1 of 2 !Remarks Sample Number Date Sample Slump JV/C Made Temp( r) (inch) Ratio Average Strength (psi) 3 -Test IRenrarks Ave. (psi) 0059 12/11/2003 60 5.25" 0.388 0060 12/17/2003 56 6.0" 0.386 0062 12/23/2003 60 6.25" 0.389 0067 1/8/2004 59 4.5" 0.372 0070 1/15/2004 60 4.75" 0.412 0071 1/19/2004 57 5.75" 0.389 0073 1/26/2004 55 5.5" 0.400 3,910 3,890 3,500 3,860 4,030 3,810 4,440 3,990 4,360 4,280 3,840 4,210 4,150 4,120 28 ( Day Test Statistics Number of tests: 27 Low test: 3,292 Within -test standard deviation: 58.03 High test: 5,650 Batch -to -batch standard deviation: 569.72 Average test: 4,189 Within -test coefficient of variation: 1.39 Median test: 4,070 Standard deviation: 572.67 Average range: 65 Coefficient of variation: 13.67 Tuesday, April 13, 2004 Page 2 of 2 MAYES TESTING ENGINEERS, INC ♦., ,.. .t taiibvCca •c., .':u.:' ..• ' i• CONCRETE LABORATORY TEST REPORT Project : DHS Regional Ileadquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Issued on: 4-8-04 Original: 0 Revised: ❑ Permit # (s): D03-128 D03-129 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : rSample Temp. (ASTM C1064) 58 °F Occasional Showers Concrete Stoneway 355893 4356-a Slump (ASTM C143) 67°F 5.75" [Water / Cement Ratio: 1 (Date Received 0.428 10-9-03 FIELD DATA (ASTM C31 and C172) Actual I Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water W RDA -64 ADVA Entrained Air (ASTM C231) ;Placement Location and Notes: j Below grade portion of shear wall and pilasters on A line from 5.3 to 7.7. Grade beams on 8 line from E to E.9 and on E line from 4 to 6 and from 7 to 8. Sampled at 10 of 31 cubic yards placed. OA Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,918.41bs 1,464.11bs 396.0 100.0 212.4 30.0 15.0 lbs lbs lbs Oz Oz Design Strength (Pc): 4000 at 28 days COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Made Sample # Lab # Date Tested Nge (day) Load (lbs) 1.10/8/20031i__0024._ LQ1_12_ I 110/15/20031 _ 7 1 1 34095 10/8/20031[0024 _1 [ 0113_1 _11/5/2003 ] F28 J L 495551 L.19/8/2003_1_0(2q4 E0114j [ 12/3/2003 L 56 J L 58680 _J L 10/8/2003_ L _ 0024_ I 1_01 1 L12/3/2003 J L_56 [ 59675 1 Remark: FC - Field Cure Inspector(s): Mark McBride Tested by: Mark McBride Reviewed by: / Information in This report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Tes Size (in) Dia (in) L4x8 1I4.o211 I4.02J 1. 4 x 8 4.021 [ 4x8 1 1402 4x8 Surface Area 1112,69 . 12.69 J [__1267_) [ 12.67 _I Strength (psi) [2690 3900 1 [_ 4630 4710 A-) gti�� g Engineers, Inc. MAYE$ TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DIIS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Issued on: Original: 0 Revised: ❑ 4-8-04 Permit # (s): D03-128 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp (ASTM C1064) 64°F 56 °P Occasional Showers Concrete Stoneway 356227 4356-a Slump (ASTM C143) 7.0" [Water / Cement Ratio: 0.442 FIEL (ASTM C Entrained Air (ASTM C231) Date Received 10-10-03 [Placement Location and Notes: i Level P-3 walls and pilasters on E.9/F lines from 2 to 6.8 and on 2 line from D.5 to E.9. Sampled at 9 of 93 cubic yards placed. Ok D DATA 31 and C172) Actual J Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,914.GIbs 1,461.EIbs 396.7 lbs 98.9 lbs 219.2 lbs 30.0 Oz 15.0 Oz [Design Strength (Pc): 1 4000 at 28 days Date Made Sample # Lab # 1 10/9/2003 ] L 0025 1 F01161 [ 10/9/2003 IL 0025 1 1_01 17_1 1 10/9/2003 1 0025 1 0118 j 110/9/20(731r_ 0025 Loi 1_9_1 Remark: FC - Field Cure COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 110/16/200T1 [10/23/20031 11/6/2003 1 12/4/2003) Age (day] Load (lbs) L J 26585 L14 281 35135 �1 41575 1 L_561 L49550 1 Inspector(s): Mark McBride Size (in) Dia (in) 1 4 x 8 11 4.021 4x8-1 14.02] [14x8 4.01,1 4x8 4.021 Tested by: Mark McBride Reviewed by: 7 - Surface Area F-1-276-9-1 L 12.69 1 D2.63 12.63 1 [1-12.66_] - Strength (psi) 12090-1 L277o7 [3290 1 L_3910 1 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Te g Engineers, Inc. MAYES TESTING ENGINEERS, INC r... • , �., ,.t+ ts� t,.• CONCRETE LABORATORY TEST REPORT Project : DI -IS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: Issued on: Original: 0 Revised: ❑ E3187 Permit # (s): 4-8-04 D03-128 D03-129 Air Temperature: 53 °F Weather: Product: Supplier: Ticket Number MixDesign ID : Sample Temp. (ASTM C1064) Rain Concrete Stoneway 358429 4356-a 1 Slump (ASTM C143) FIELD DATA (ASTM C31 and C172) Entrained Air (ASTM C231) 62°F 6.5" (Water /Cement Ratio: i [Date Received 0.407 10-17-03 0/0 Actual I Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA [Design Strength (Pc): Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,918.4Ibs 1,466.CIbs 399.0 lbs 101.0 lbs 203.4 lbs 30.0 Oz 15.0 Oz 4000 at 28 days Placement Location and Notes: i Level P-3 shear walls and pilasters on A line from 2 to 3 and from approximately 7.2 to 11 and on 2 line from A to D.5. Grade beam on C line from 7 to 8. Sampled at 10 of 126 cubic yards placed. COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Made Sample # Lab # Date Tested 4ge (dayl Load (lbs) Size (in) L_7 1 F 30975j L 4x8 1 28 J 44590 L 4 x 8 P56 J L 52645 [ 4 x 8=1 5.021 L_12.69_J [_4150.) 53285 1 r 4 x8 1 F4--.02] [10/16/20031[ 0029 1 L 01321 [10/23/20031 10/16/2003 r 0029 10133 11/13/2003 110/16/2003E 002 9 L_0134 I L12/11/20031 DO/16/2003]L 0029 ] L01357 12/11/2003, Dia (in) C402i [7:476,--] Surface Area Strength (psi) 12.69_ ] [ 24401 12_69 J L_3510__1 56 Remark: FC - Field Cure Inspectors): Mark McBride Tested by: Mark McBride Reviewed by: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes L_12.69_] 1 4200 j f7 ng Engineers, Inc. MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: 0 Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 48 °P Cloudy Concrete Stoneway 366193 4356-a FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I & II Fly Ash Water WRDA-64 ADVA Slump Entrained Air (ASTM C143) (ASTM C231) 60° F 5.75" ok 1Water / Cement Ratio: 0.410 [Date Received 11-15-03 Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,875..clbs 1,489.GIbs 400.0 lbs 100.9 lbs 205.2 lbs 30.0 Oz 15.5 Oz Design Strength (t'c): 1 4000 at 28 days [Placement Location and Notes: Level P-2 shear walls and pilasters on 11 line from C to E.9 and on E.9/F line from 7.5 to 11. Sampled at 21 of 80 cubic yards placed. COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Made Sample # Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) 111/14/2003 L 0045 1 L0205 1 11/21/2003] 7i 49715 [ 4 x 8 J [ 4.01 1- 12.63 1 F3940 11/14/2003 [_0045 1 L0206___1 1 12/12/2003 1 L2s] L 4 x 8_] 4.02 1 C_ 12.711 L5140] 111/14/200311 0045 1 L0207J 1 12/12/2003] 28 1 4 x 8 1 r4.02_1 F12.71 �1 F5190 1 111/14/2003] 0045 1 L0208 12/12/2003 [� 28 L_4 x 8 ] 1 4.02] 1_12.71_1 1 5050 65360 65960 64100 Remark: FC - Field Cure Inspector(s): Mark McBride Tested by: Mark McBride Reviewed by: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Tes /1/ Engineers, Inc. MAYE$ TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: 0 Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C 1064) 43 ° F Drizzle Concrete Stoneway 369133 4356-a Slump (ASTM C143) 6.5" [Date Received 12-2-03 58°F [Water / Cement Ratio: l 0.407 1 FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 0/0 ADVA Entrained Air (ASTM C231) [Placement Location and Notes: SW exterior exhaust shaft slab. Sampled at 8 of 8 cubic yards placed. Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,915.4lbs 1,466.EIbs 396.3 98.8 201.6 30.0 15.0 Design Strength (fc): p 3000 at 28 lbs lbs lbs Oz Oz days Date Made Sample # Lab # 12/1/2003 1 0051 1 L 0237 5.2/1/2003 11 0051 [0238 L 12/1/2003 11 0051 1 [ 02391 L 12/1/2003] L 0051 1 r0240 Remark: FC - Field Cure COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 12/8/20-637 W/29/2003 12/29/2003 12/29/2003j Age (day) Load (lbs) Size (in) Dia (in) 7,J (29540 1 r 4 x 8 L 45380 ) 1 4 x 8 1 4.02 j 1 28 L_ 45820-) [ 4 x 8 [4.02 L28 -1 r 45190 [ 4x8 j [4.02_] 28 4.02 Inspector(s): Mark McBride Surface Area [ 12.69 1 12.69 12.69 1 12.6 Tested by: Mark McBride Reviewed by: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Te Strength (psi) L23301 L3580 3610 L 3560 Engineers, Inc. 4.bo,rtxrRx•. Mu�a%Kyer,�+w.{.rnY �u n��ttnW�'dr4S'r2t�k:YgS .}y�MgtlkK . MAYES TESTING ENGINEERS, INC Project : Client: Contractor CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters Sabey Corporation Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: ID Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID: 43 °P Cloudy Concrete Stoneway 369842 4356-a Sample Temp. (ASTM C1064) IL Slump (ASTM C143) 5,' 60°F [Water / Cement Ratio: i l 0.368 FIEL (A D DATA STM C31 and C172) Actual I Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Entrained Air (ASTM C231) Date Received 12-4-03 Placement Location and Notes: i 0/0 [Design Strength (fc): Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,917.Elbs 1,470.7Ibs 398.2 lbs 100.0 lbs 183.1 lbs 30.0 Oz 15.0 Oz 4000 at 28 days Level P-2 shear walls and pilasters on A line from 6.1 to 8.1 and on E.9/F line from 3.5 to 7.5. Sampled at 11 of 74 cubic yards placed. Date Made Sample # Lab # 12/3/2003 IL 0053 J 12/3/2003 1 0053 1 [_12/3/2003 [ 0053 J [ 0247 [ 12/3/20031- 0053 J 5248 1 Remark: FC - Field Cure COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 4ge (day] Load (lbs) Size (in) 0245 l L2/10/2003 1 7 0246 L12/31/2003 F2T1 02/31/2003 r 28 12/31/2003 34300 1 1 4 x 8 53255 51600 28 1 54195 Inspector(s): Mark McBride Tested by: Mark McBride Dia (in) Surface Area Strength (psi) 4.021 12.67 1 , 27101 4x8 4.021 1 12.711 F-4190 J 4 x 8J 4.02 1 12.71 L4060 r 4 x 8 J 14.02 j [ _12.71 1 [4260 Reviewed by: / Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. ............,._.n.. cawa'Kr+tcsl:+:'.trIk:^:W.�Sa:`uY.aVFlLaasww' MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: 0 Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 59°F (Water / Cement Ratio: 41 °F Cloudy Concrete Stoneway 370790 4356-a FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Slump Entrained Air (ASTM C143) [ (ASTM C231) 5.0" !Date Received 12-10-03 0.380 `Placement Location and Notes: SW exterior exhaust shaft walls. Sampled at 7 of 15 cubic yards placed. [Design Strength (fc): Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,918.CIbs 1,466.2Ibs 398.6 lbs 108.6' lbs 192.9 lbs 30.0 Oz 15.0 Oz 4000 at 28 days Date Made Sample # 12/9/20031 r 0054 12/9/2003 j 0054 12/9/2003 0054 12/9/2003 Remark: 0054 FC - Field Cure COMPRESSION TEST RESULTS (ASTM C39 and C1231) Lab # Date Tested 0249 12/16/2003 L_0250 1 1 1/8/2004 0251 1/8/2004 1/8/200717 0252 Nge (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) r 7 30 1 32705 1 4x8 114.02 52880 30 11 53530 30 54595 4x8 4.02 L_ 12.69 1 r Z5851 f 12.69 4 x 8 1 4.02j F12.69 4 x8 I f 4.02J I12.69 7 Inspector(s): Mark McBride Tested by: Mark McBride Reviewed by: Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing gineers, Inc. j4170 4220 4300 MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: 0 Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 46 ° Cloudy Concrete Stoneway 371412 4356-a Slump (ASTM C143) 5.25" 1 Date Received 12-12-03 60° F [Water/ Cement Ratio: 0.388 FIEL (ASTM C3 D DATA 1 and C172) Actual I Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water W RDA -64 ADVA Entrained Air (ASTM C231) [Design Strength (fc): Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,918.EIbs 1,468.CIbs 402.0 lbs 98.0 lbs 194.2 lbs 30.0 Oz 15.0 Oz 4000 at 28 days ,Placement Location and Notes: Level P-2 shear walls and pilasters on E.9 line from 2 to 3.5, 2 line from C.2 to E.9 and on A line from 2 to 6.1. Sampled at 21 of 93 cubic yards placed. Date Made Sample # 112/11/20031 1-12/i 1 /2003 1-12/11/2003 [12/11/200—ii Remark: FC - Field Cure Lab # 0059 1 L_0275 0059 0059 0276 L 0277 1 0059 ] 1 0278 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 4ge (day) Load (lbs) Size (in) Dia (in) 12/18/2003 7 1 r 33050 4 x 81 4.02 1/8/2004 1 28 49570_1 1 4 x 8 L4.02 I 2/5/2004 2/5/2004 1 1 56 56 58725 Inspector(s): Mark McBride Tested by: Mark McBride 4x8 1 4.02 57750 1 F 4 x 8 ___11 4.02 Reviewed by: Surface Area Strength (psi) D2.69 F 2600 D2,69 J L 12.68 .1 ( 4630 1 L< 12.68 J I._ 4550 3910 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Tesfi1pg'Engineers, Inc. MAYE$ TESTING ENGINEERS, INC Project : Client: Contractor • CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters Sabey Corporation Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 56°F 48 ° F Clear Concrete Stoneway 372854 4356-a Slump (ASTM CI43) 6.0" (Water/ Cement Ratio: 0.386 FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water W RDA -64 ADVA Entrained Air (ASTM C231) 0/0 Date Received 12-18-03 [Design Strength (t'c): Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,917.EIbs 1,468.EIbs 399.1 lbs 98.2 lbs 191.9 lbs 30.0 Oz 15.0 Oz 4000 at 28 days [Placement Location and Notes: 1 Level P-2 shear wall and pilasters on 2 line from A to C.2. Level P-2 NW exhaust shaft walls. Sampled at 11 of 45 cubic yards placed. COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Made Sample # Lab # Dale Tested 4ge (day' Load (lbs) Size (in) 1 7 1 r4x8 42/17/20031[ 0060 1 L0279 i 112/24/2003 1 [12/17/2003 [ 0060 00280 1/14/2004 12/1790031 0060 J L0281 2/11/2004 12/17/20031 0060 1_1282 1 Remark: FC - Field Cure 2/11/2004 28670 28-1 56 56 44415 j L 4x8 L58145J 1 4 x 8 1 4x8] 54395 Dia (in) Surface Area Strength (psi) 1 4.021 r 12.69 1 2260 1 L4.02 r 12.69 1 1 3500 4.02 1 123 [ 12.7 Inspectors): Mark McBride Tested by: Mark McBride Reviewed by: 4580 L4280_1 14--<4‘_,,e-- Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testitingineers, Inc. MAYE$ TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Salley Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: Revised: ❑ Air Temperature: 44 °F Weather: Product: Supplier: Ticket Number MixDesign ID : Sample Temp. (ASTM C 1064) 60° F Cloudy Concrete Stoneway 373966 4356-a FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water W RDA -64 ADVA Slump Entrained Air (ASTM CI43) (ASTM C231) 6.25" (Water / Cement Ratio: pate Received 12-24-03 0.389 Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,917.EIbs 1,469.EIbs 398.2 lbs 98.2 lbs 193.1 lbs 30.0 Oz 15.0 Oz !Design Strength (fc): 4000 at 28 days Placement Location and Notes: ; Level P-1 shear walls 'and pilasters on 11 line from A to E and on A line from 8 to 11. Sampled at 20 of 81 cubic yards placed. Date Made Sample # 112/23/200 1 r 0062 [ 12/23/2003 r 0062 12/23/2003] L 0062___1 L12/23/2003J r 0062 Remark: FC - Field Cure COMPRESSION TEST RESULTS (ASTM C39 and C1231) Lab # Date Tested Age (day) Load (lbs) Size (in) L_0288 _1 I 12/30/2003 1- 0289 1 1 1/20/2004 0290 1 1/20/2004 1 [0291 1/20/2004 7 F32456 1 [ 4x8 28 28 1 28 1 51375_J 51065 51170 4x8 Dia (in) L4.02 4.02 J 4x8-1 1_402_] 4x8 [0il Inspector(s): Mark McBride Tested by: Mark McBride Reviewed by: 1 -'- Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Surface Area Strength (psi) 1 12.69 I [2560 12.69 4050 I [ 12.69 14020) L 12.69 1 [4030 sneers, Inc. 1i!a!fL!t',+Ylvh!WRtJWy�fgSV W+IMYIrybItMW'Mm:wc�a1 �s�rn�Yr�r�lMl�WF, MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: 0 Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID: 43 °F Cloudy Concrete Stoneway 374801 4356-a Sample Temp. (ASTM C1064) 111. Slump (ASTM C143) 4.5" [Date Received' 1-9-04 590 F [Water / Cement Ratio: 0.372 FIELD DATA (ASTM C31 and C172) Actual I Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA IEntrained Air (ASTM C231) Ok Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,918.4Ibs 1,470.EIbs 400.0 .0 lbslbs 186.0 lbs 30.0 Oz 15.0 Oz !Design Strength (fc): 4000 at 28 days [Placement Location and Notes: I Level P-1 shear walls on pilasters on E.9/F line from 7.5 to 11. Grade beams on B and E.9 lines from 11 to 13 and on 13 line from B to E.9. Sampled at 63 of 73 cubic yards placed. Date Made Sample # Lab # [ 1/8/2004 1 L 0067 1 1/8/2004 L 0067 r 1/8/2004 11 0067 Lois] ] [031 6 0317 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 1/15/2004 2/5/2004 2/5/2004 r 1/8/2004 1r 0067 _1 L0319 1 1 2/5/2004 Remark: FC - Field Cure 4ge (day) Load (lbs) Size (in) Dia (in) Surface Area 36675 F4x8J 4.02-1 L12.69J 7 28 28 56215 56330 1 F28 56390 Inspector(s): Mark McBride Tested by: Mark McBride 4x8 1 4x8 4.021 L" 12.68 [4.021 1_ 12.68_) 4 x 8-1 1 4.02 1[ 12.68_] Reviewed by: T Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Te Strength (psi) 2s9o1 4430 1 1 4440 1 L 4450_ g Engineers, Inc. MAYES TESTING ENGINEERS, INC *CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: 0 Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. I (ASTM C 1064) 47 ° F Cloudy Concrete Stoneway 376177 4356-a FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: Slump Entrained Air (ASTM C143) I (ASTM C231) 60°F 4.75" cyo (Water / Cement Ratio: 0.412 [Date Received 1-16-04 Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,918.EIbs 1,470.EIbs 396.0 lbs 98.0 lbs 203.5 lbs 30.0 Oz 15.0 Oz {Design Strength (Pc): 4000 at 28 days [Placement Location and Notes: 1 Level P-1 shear walls and pilasters on E.9/F line from 3.8 to 7.5. Level P-1 shear walls on B and E.9 lines from 1 1 to 13 and on 13 line from B to E.9. Samples at 30 of 1 12 cubic yards placed. Date Made Sample # Lab # 1/15/2004 10329 0070 L1/15/2004 1/15/2004 1/15/2004 Remark: 0070 0070 L 0070 FC - Field Cure 0330 0331 [ 0332 1 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 4ge (dayl toad (lbs) 1/22/2004 2/12/2004 2/12/2004 2/12/2004 7 LJ 28 [28� 36705 57065 54880 Inspector(s): Mark McBride Tested by: Mark McBride Reviewed by: L Size (in) Dia (in) Surface Area Strength (psi) 4 x 8 1[ 4.02 12.69 1 [2890 L 4 x 8 ) [ 12.73 I [ 4480 L4.03 _I F12.73 54415 J C 4 x 8-1 [4.0_11 1 L 12.73 4x8 4.03 4310 4270 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes TestirSgEngineers, Inc. MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: 0 Revised: El Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 45 ° F Partly Cloudy Concrete Stoneway 376714 4356-a FIELD DATA (ASTM C31 and C172) Actual I Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,914.EIbs Fine Aggregate 1,470.E1bs Cement --Type 1 398.0 lbs Fly Ash 100.0 lbs Water 193.7 lbs WRDA-64 30.0 Oz ADVA 15.0 Oz Slump Entrained Air (ASTM C1,43) (ASTM C231) 57°F 5.75" ok [Water / Cement Ratio: 0.389 [Date Received 1-20-04 `Placement Location and Notes: Level P-1 shear wall and pilasters on A line from 5 to 7.5. Slab on grade between grids B and E.9 from 1 1 to 13. Sampled at 10 of 90 cubic yards placed. Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742,9360 fax 425.745.1737 Design Strength (Pc): 4000 at 28 days Date Made Sample # 1/19/2004 1/19/2004 1/19/2004 1 0071 r 0071 0071 1/19/2004][ 0071 Remark: FC - Field Cure COMPRESSION TEST RESULTS (ASTM C39 and C1231) Lab # Date Tested qge (day) Load (lbs) l_ 0333 1 1/26/2004 0334 2/16/2004 0335 1 L3/15/2004 1 L 0336 1 3/15/2004 7 l 30665 28 56 56 48745 Size (in) Dia (in) 4x8 4.02 4x8 j [4.02} 56260 L_4x8 [4.01] 56740 Inspector(s): Mark McBride Tested by: Mark McBride 4x81L4.0-0 Reviewed by: /�-_ Surface Area 12.69 1 L12.6J L_ 12`63-1 L_ 12.63 Strength (psi) 2420 1 3840 4450 1 44901 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testirfg Engineers, Inc. MAYES TESTING ENGINEERS, INC St'XL''ut:' CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 43 ° F Cloudy Concrete Stoneway 378638 4356-a Sample Temp. (ASTM C 1064) I 55°F Slump (ASTM CI43) 5.5" [Water / Cement Ratio: 0.400 FIELD DATA (AST IEntrained Air (ASTM C231) 0/0 Date Received 1-27-04 M C31 and C172) Actual ( Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,918.7Ibs 1,469.Elbs 402.0 lbs 97.0 lbs 199.8 lbs 30.0 Oz 15.0 Oz {Design Strength (fc): , 4000 at 28 days [Placement Location and Notes: 1 Level P-1 shear walls and pilasters on A line from 2 to 5, E.9 line from 2 to 3.8 and on 2 line from C.5 to E.9. Sampled at 10 of 72 cubic yards placed. Date Made Sample # L1/26/20041[ 0073 [ 1/26/2004 IL 0073 1 1/26/2004 1 0073 11/26/2004 1 Remark: 0073 FC - Field Cure COMPRESSION TEST RESULTS (ASTM C39 and C1231) Lab # Date Tested 4ge (day) Load (lbs) 1 0341 _1 L 2/2/2004 1 [-0342 1 1 0343 1 0344 2/23/2004 2/23/2004 2/23/2004 7 28 28 , 28 32900 Size (in) Dia (in) [ 4x8 L4.02 [ 52635 1 L 4 x 8 ] f 4.02 1 52195) 4x8 ] [4.02J [52780 [ 4 x 88�i [ 4.oz Surface Area Strength (psi) 1 12.69 1 25901 L 12.67 1 L4160 ] [_ 12.67 -1 L 4120j [_12.67 ] 1 4170 Inspector(s): Mark McBride _ Tested by: Mark McBride Reviewed by: / Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Tes Engineers, Inc. *alysis of Strength Data Tests and Statistics for Job Number f E3187 Mix Number 7550-a Produced By Stoneway Test Data From 1/20/2004 To 2/23/2004 Design Strength (fc) 10000 psi at 28 days Specimen size: 4 x 8 CYLINDER Sample Number Date Sample Slump W/C Made Temp( 7) (inch) Ratio 0061 12/23/2003 62 6.5" 0.265 0069 1/15/2004 61 7.75" 0.265 0072 1/26/2004 62 6.75 0.277 Age = 28 Average Strength (psi) 3 -Test Ave. (psi) Remarks 12,860 12,390 12,740 12,660 28 I Day Test Statistics Number of tests: 3 Low test: 12,393 Within -test standard deviation: 217.76 High test: 12,860 Batch -to -batch standard deviation: 106.19 Average test: 12,664 Within -test coefficient of variation: 1.72 Median test: 12,739 Standard deviation: 242.27 Average range: 246 Coefficient of variation: 1.91 Tuesday, April 13, 2004 Page 1 of 1 MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Issued on: Original: E• Revised: ❑ 4-8-04 Permit # (s): D03-128 Air Temperature: 40 ° F Weather: Product: Supplier: Ticket Number MixDesign ID : Sample Temp. (ASTM C1064) 62°F Cloudy Concrete Stoneway 373930 7550-a Slump (ASTM C 143) 6.5" FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: Entrained Air (ASTM C231) +Water /Cement Ratio: [Date Received 0.265 12-24-03 0/0 Ingredient Coarse Aggregate 3/8" Fine Aggregate Cement --Type I & II Fly Ash Water WRDA-64 ADVA Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,748.2Ibs 1,219.EIbs 705.0 lbs 139.0 lbs 223.4 lbs 42.3 Oz 70.6 Oz [Design Strength (Pc): 10000 at 28 days Placement Location and Notes: Level P-1 shear walls on 9 line from C to D and on C and D lines from 9 to 9.4. Level P-1 columns at grids B/8, 9, 10; 10.2/C, D, E; and E/9. Sampled at 21 of 52 cubic yards placed. Date Made Sample # 12/23/2003 L 0061 12/23/2003 1 0061 112/23/2003 L12/23/2003] 0061 Lab # L 0283 10284 L 0285 0061 J [ 0286 112/23/2003j' 0061 Remark: FC - Field Cure COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 4ge (day) Load (lbs) 12/30/2003 7 1/20/2004 1 L 2] 1/20/2004 1/20/2004 0287 1 1/20/20041 28 28 28 130295 163330 162680 163890 163005 Inspector(s): Mark McBride Tested by: Mark McBride Size (in) 4x8 Dia (in) Surface Area 4.02 4x8 1 4x8 l [4.021 r 4x8 1 L402J 4.02j 4.02 4x8 Reviewed by: / - w_ r 12.69 [ 12.69 1 12.69 [ [ 12.69 C12_69J Strength (psi) 1 10270 [12870 12820 12910 12840) Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Test Engineers, Inc. MAYES TESTING ENGINEERS, INC . t..:Vh . V4 r ... CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: Ei Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM CI064) 61°F 44 °F Cloudy Concrete Stoneway 375953 7550-a Slump (ASTM C143) 7.75" FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: Ingredient Coarse Aggregate 3/8" Fine Aggregate Cement --Type I & II Fly Ash Water WRDA-64 ADVA 1. Entrained Air (ASTM C231) (Water / Cement Ratio: I Date Received 1-16-04 0.265 [Design Strength (Pc): Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,745.3Ibs 1,226.7Ibs 702.0 lbs 139.0 lbs 222.8 lbs 42.3 Oz 68.0 Oz 10000 at 28 days [Placement Location and Notes: 1 Level P-1 shear walls on 6 and 7 lines from D to C and on C and D lines from 5.4 to 7. Level P-1 columns at grids E.9/5, E/4, E/5, E/6, E/7, B/6 and B/7. Sampled at 10 of 90 cubic yards placed. Date Made Sample # Lab # j 1/15/200Z-11 0069 1 L 0324 D/15/20041 0069 1 11/15/2004) I- 0069 1 [1/15/2004 r 0069 1 1/15/20041 0069 1 Remark: FC - Field Cure COMPRESSION TEST RESULTS (ASTM C39 and C1231) 4ge (day) Load (lbs) L 7 1 1 115570 Date Tested L 1/22/2004 0323 2/12/2004 L28 L9326 J 2/12/2004 L1_9327 J L2/12/2004 0328 [2/12/2004 28 28 158885 156265 157815 28 1 1158110 Inspector(s): Mark McBride Tested by: Mark McBride Size (in) 1 4x8 ( 4.021 12.69 4x8 I (4.03J [_1273__. L4_03 J L12.73_ 1 4x8 J F4.03 I [ 12.73 4 x 8 1 L4.031 [ 12.73 Dia (in) Surface Area Strength (psi) [9110 1 12480 4x8 1228 10 Lipo (_12420 Reviewed by: ,""4"-(1‘ A oduced without thea Information in this report applies only to the actual samples tested and shall not be reprpproyal of Mayes Te Engineers, gineers Inc. MAYES TESTING ENGINEERS, INC ,.,,i.. CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 4-8-04 D03-128 Original: 0 Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM CI 064) 62°F 39 °F Cloudy Concrete Stoneway 378515 7550-a Slump (ASTM C143) 6.75 FIELD DATA (ASTM C31 and C172) Actual ( Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/8" 1,743.3Ibs Fine Aggregate 1,217.CIbs Cement --Type 1 & II 703.0 lbs Fly Ash 139.0 lbs Water 233.3 lbs WRDA-64 42.3 Oz ADVA 68.0 Oz Entrained Air (ASTM C231) °Ao (Water / Cement Ratio: [Date Received 0.277 1-27-04 Via -cement Location and Notes: j Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Design Strength (Pc): 10000 at 28 days Level P-1 shear walls on C and D lines from 3.6 to 4.4 and on 4 line from C to D. Level P-1 columns at grids 3/B, 4/B, 2.8/C, 2.8/D and 2.8/E. Sampled at 20 of 60 cubic yards placed. Dale Made Sample # Lab # 1/26/2004 r 0072 1 5-337 j x_1/26/200411 0072 J 0338 L1/26/2004 0072 1 L_0339 1 5/26/2004 r 0072 1 0340 1,1/26/2004 1 [ 0072 1 0345] Remark: FC - Field Cure COMPRESSION TEST RESULTS (ASTM C39 and C1231) Dale Tested 2/2/2004 2/23/2004 2/23/2004 Age (day) Load (lbs) Size (in) L7 1 1 120710 164215 160045 28 28 4x8 Dia (in) Surface Area Strength (psi) 1 4.02J 1 12.69 4 x 8 J 4.021 12.67 ] 9520 12960 4 x 8] [4.02-] L 12.67 J 1 126301 L2/23/2004j L_ 28 1 1 158695 [-4 x 8 1 4.0212.67 1 L125313] J 28 J 16249 L 4 x 8 [ 4.02 ] r 12.67] L12830 2/23/2004 Inspector(s): Mark McBride Tested by: Mark McBride Reviewed by: 7- Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testi n gineers, Inc. V F+VriCminY . Nnusran MAYES TESTING ENGINEERS, INC. July 9, 2004 Sabey Construction Ralph Hagler 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 Re: DHS Regional Headquarters Permit # D03-129 MTE Project No. E3187 Concrete Summary Report: July 2003 through June 30, 2004 RECEIVE Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 O_j ax 425.745.1737 acoma Office 10029 S. Tacoma Way II!; 1 " Suite E-2 ' `' ' `' Tacoma, WA 98499 COMMUNITY ph 253.584.3720 DEVELOPMENT fax 253.584.3707 Dear Mr. Hagler, Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Please find attached the concrete summary reports for the DHS Regional Headquarters. Within the reports you will find copies of the concrete laboratory test reports including the field data and compressive strength test results. In addition, you will find the statistical analysis reports for each concrete mix utilized on the project where enough data is available. We are providing the reports to the distribution list noted below. We provide the Project Superintendent with the 7, 28, 56, and 90 -day reports and notify the engineer if a 7, 28, 56, or 90 -day test is low as they occur. Respectfully submitted, MAYES TESTING ENGINEERS, INC. i'? -/g/-Michael S. older P.E. Vice President Attachments: Concrete Laboratory Reports Concrete Summary Reports for 07/01/03 — 06/30/04 CC: Theodore McDonald — Engineers Northwest Inc. Bob Fadden — Lance Mueller & Associates Dave Leng — Sabey Construction Building Official — City of Tukwila QC Department — Stoneway i :'14,Z'siAisvitt.evAYY3wAsiM.nk'Mu..*Anc.retokl52'LCefilpis, �',Y.S•,Y,J�tii'Y�� Tests and Statistics for Job Number: Permit Number(s): Mix Number: 5950-A Test Data From: 6/18/2004 To: 7/2/2004 Analysis of Strength. Data E3187 Job Name: DHS Regional Headquarters D03-129 Sample I !Date Number 1 1IAIaile Sample Temp(7) Slump (inch) Produced By: L Stoneway Specimen size: 4 x 8 CYLINDER !v/C Ratio 0058 5/21/2004 63 6-1/4" 0.371 0058 5/25/2004 70 5-3/4" 0.340 0062 6/4/2004 83 6-3/4" 0.418 Average Strength (psi) 5,620 7,280 6,140 3 -Test (lye. (psi) rRequired 1Strength 6,350 28 I Day Test Statistics Number of tests: 3 Low test: 5,618 Within -test standard deviation: 196.65 High test: 7,283 Batch -to -batch standard deviation: 827.84 Average test: 6,349 Within -test coefficient of variation: 3.10 Median test: 6,145 Standard deviation: 850.88 Average range: 222 Coefficient of variation: 13.40 Friday, July 09, 2004 Page 1 of 1 vp.14,44,1 A4,140+ 5000 4000 5000 MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: E3187 Issued on: 6-23-04 Permit # (s): D03-129 Original: Q Revised: ❑ Everett Office 917. 1341h Street SW Suite A-1 Everett, WA 98204 pli 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 69 °F Overcast Concrete Stoneway 411165 5950-A FIELD DATA (ASTM C31 and C172) Actual f Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Water Fly Ash Cement --Type I & II WRDA-64 ADVA Sample Temp. Initial Storage Entrained Air ' (ASTM C1064) Temp. (ASTM C31) (ASTM C231) 70°F NR [ Slump (ASTM C143) [Sample(s) Rec'd i 5-3/4" 5-26-04 IRequired Strength (fc): Water / Cement Ratio: 0.340 Placement Location and Notes Wing walls east of A line for loading dock canopy planter. Weight (per cu.yd) 1,917.0 1,267.0 224.0 111.0 548.0 26.0 13.0 lbs lbs lbs lbs lbs Oz Oz 4000 Psi @ 28 days Date Made Sample # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 5/25/2004 0058 69749 6/1/2004 j 7 69280 4x8 4.02 5/25/2004 0058 69750 6/22/2004 28 94440 4x8 4.02 5/25/2004 0058 69751 6/22/2004 28 92150 4x8 4.02 5/25/2004 Remark: 0058 69752 6/22/2004 28 90720 4x8 4.02 12.69 1 1_5460 12.69 L12.69 1 12.69 1 Inspector(s): Mark McBride Tested by: Mark McBride 7440 7260 7150) r NA P NA ' I NA " NA * Reviewed by: %-�«-••d NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. ' NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded Timothy G. Betkerle, P.E. Branch Manager Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7-0 Att::sirl;.fi �xr f w+nMti » vr« MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: E3187 Issued on: 6-21-04 Permit # (s): D03-129 Original: Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. ' (ASTM C1064) 50 °F Cloudy Concrete Stoneway 409999 5950-A FIELD DATA (ASTM C31 and C172) ( Actual Mix Proportions: Initial Storage 'r -Entrained Air Temp. (ASTM C31) (ASTM C231) 63°F (Water / Cement Ratio: NR J [ Slump (ASTM C143) i [Sample(s) Rec'd 0.371 6-1/4" 5-22-04 [Required Strength (fc):1 Placement Location and Notes Machine room slab and upturned beams at the roof level. PT slab closure strips on the 4th floor and roof levels and miscellaneous walls and curbs on the roof level. Ingredient Coarse Aggregate 3/4" Fine Aggregate Water Fly Ash Cement --Type I W R DA -64 ADVA Weight (per cu.yd) 1,962.0 1,242.0 247.0 109.0 556.0 26.0 13.0 lbs lbs lbs lbs lbs Oz Oz 5000 Psi @ 28 days Date Made Sample # 0058 5/21/2004 Lab # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 7 4140 6/18/2004 28 4 x 8 L5590__� 72790 5760 I 5500 69439 5/21/2004 L5/21 /2004 0058 69440 0058 69441 5/28/2004 52240 4 x 8 4.01 12.63 6/18/2004 1 28 70570 4.01 12.63 4x8 4.01 1 5/21/2004 ] 0058 L69442 L6/18/2004 Remark: Inspector(s): Tested by: 28 Mark McBride Zenaida Revilla 69500 4x8 IA. 01 I 12.63 12.63 Reviewed by: / Timothy G. Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded NA NA NA 1 r NA I * erle, P.E. Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 rr.., NranYrtrMx. w. MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: Issued on: E3187 7-7-04 Permit # (s): D03-129 Original: Revised: ❑ Everett Office 917 - 1341h Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 74 ° F Clear Concrete Stonewav 413445 5950-A FIELD DATA (ASTM C31 and C172) Actual ! Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,962.0 lbs Fine Aggregate 1,245.0 lbs Water 232.0 lbs Cement --Type I 555.0 lbs Sample Temp.' Initial Storage Entrained Air (ASTM C1064) Temp. (ASTM C31) (ASTM C231) 83°F NR % [Water / Cement Ratio: ' [ Slump (ASTM C143) I [Sample(s) Rec'd' 0.418 6-3/4" 6-5-04 iRequired Strength (fc):1 5000 Psi @ 28 days [Placement Location and Notes j Total of 41 cubic yards. Roof eyebrow at A.9 by 5.4 to 7.4. Pile extensions north of 1 line with I.D. # B4, B6 and B7. East face wing walls on 6 and 7 lines top 12 feet. Date Made Sample # 0062 0062 6/4/2004 6/4/2004 6/4/2004 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 70226 6/11/2004 L7 55270 70227 1 6/18/2004 14 61570 4 x 8 114.0111 12.63 4 x 8 j 4.01 , L12.63 0062 70228 6/4/2004Th 0062 Remark: 70229 7/2/2004 1 28 7/2/2004 28 78700 1 4 x 8 4.0i] D2.69 77280 4 x 8 1 4.02 [ 12.69 Inspector(s): Mark Rossow Tested by: Yavita Kotomaim Reviewed by: _% Timothy G. Bqc erle, P.E. Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded L 4380i L NA L4880 1 r NA 1 L6200 1 1 NA 609_0__] L NA Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7-0 • �Q3?C'4lYL�w�@":Cii'f!it�k�1�`�'J9zi}1441M: flw!Kgi�'ii Required Strength (f'c):1 MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: E3187 Issued on: 6-21-04 Permit # (s): D03-129 Original:�/❑ Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 70°F 52 °F Overcast Concrete Stoneway 415715 5950-A FIELD DATA (ASTM C31 and C172) -Actual I Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,964.0 lbs Fine Aggregate 243.0 lbs Water 231.0 lbs Fly Ash 110.0 lbs Cement --Type I 546.0 lbs WRA 26.0 Oz ADVA 13.0 Oz Initial Storage Temp. (ASTM C31) Entrained Air (ASTM C231) NR Ok !Water/ Cement Ratio: { Slump (ASTM C143) LSample(s) Rec'd 0.352 4" Placement Location and Notes Roof canopy framing at F line 5.5 to 7.5. 6-12-04 5000 Psi @ 28 days Date Made Sample # Lab # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 6/11/2004 0063 70516 6/18/2004 L7 1 6/11/20041 6/11/2004 0063 170517 1 7/9/2004 1 28 58630 4x8 1[4.01 L4x8 1 12.63 1 L 4640 1[ NA 1" [_ J 1 NA LNA 1 1 NA 0063 70518 7/9/2004 28 4x8 6/11/2004 0063 70519 8/6/2004 56 Remark: Inspector(s): Allan Heer Tested by: Zenaida Revilla 4x8 1 Reviewed by: Timothy G. B Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. " NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded erle, P.E. • Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: E3187 Issued on: 6-21-04 Permit # (s): D03-129 Original: d❑ Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 62 ° F Overcast Concrete Stonewav 415902 5950-A FIELD DATA (ASTM C31 and C172) Actual I Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Water Fly Ash Cement --Type I WRA ADVA Sample Temp. 1 Initial Storage rr Entrained Air ' (ASTM C1064) Temp. (ASTM C31) (ASTM C231) 72°F NR ok Water / Cement Ratio: ` [ Slump (ASTM 0143) i ISample(s) Rec'd 0.349 5" 6-12-04 [R qe uired Strength (fc): I Placement Location and Notes SET 2 South walls of water retention pond at north end of site. Weight (per cu.yd) 1,244.0 1,960.0 231.0 108.0 554.0 26.0 13.0 lbs lbs lbs lbs lbs Oz Oz 5000 Psi @ 28 days Date Made 1 6/11/2004 6/11/2004 L6/11/2004 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Sample # Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 0064 70520 6/18/2004 7 56860 4x8 4.01 0064 70521 7/9/20041---£-3-1 4x8 0064 70522 7/9/2004 28 6/11/2004 0064 70523 8/6/2004 56 Remark: L 4x8 4x8 Inspector(s): Allan Heer Tested by: Zenaida Revilla 12.63 L 1 L4500 FNA 1 * NA J L [ NA Reviewed by: / Timothy G. B Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. * NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded NA /42 erle, P.E. Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: E3187 Issued on: 6-24-04 Permit # (s): D03-129 Original: 0 Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 57 °F Clear Concrete Stonewav 416835 5950-A FIELD DATA (ASTM C31 and C172) Actual I Mix Proportions: Sample Temp. (ASTM C1064) Initial Storage Temp. (ASTM C31 71°F [ Slump (ASTM C143) i jSample(s) Rec'd 0.363 5-3/4" 6-17-04 [Required Strength (i'c):1 Placement Location and Notes SET 1 Footings: tunnel footing east of N2 and 2.2 lines, footing for retaining wall A-line/north of 2 line. Sampled at 21 of 43 cubic yards. NR (Water / Cement Ratio: ) IEntrained Air (ASTM C231) Ingredient Coarse Aggregate 3/4" Fine Aggregate Water Fly Ash Cement --Type I & II ADVA W R DA -64 Weight (per cu.yd) 1,917.0 1,261.0 239.0 110.0 548.0 13.0 26.0 lbs lbs lbs lbs lbs Oz Oz 5000 Psi @ 28 days Date Made Sample # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 6/16/2004 0065 70697 6/23/2004 7 62730 4x8 4.02 6/16/2004 0065 70698 7/14/2004 28 6/16/2004 0065 70699 7/14/2004 28 6/16/2004 Remark: 0065 70700 8/11/2004 56 4x8 4x8 4x8 Inspector(s): C.Trip Edgerton Tested by: Zenaida Revilla 12.69 Reviewed by: .7 - Timothy G. B Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. " NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded 4940 L P L NA NA LNA NA erle, P.E. Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 P,+xsSYt+�iYulM4 wS:3.iJ;4SlYSM.4cNhai� Placement Location and Notes 1 MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: E3187 Issued on: 7-8-04 Permit # (s): D03-129 Original: 0 Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : [Sample Temp. (ASTM C1064) 62 ° F Partly Cloudy Concrete Stoneway 420848 5950-A FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: Initial Storage ' Entrained Air ' Temp. (ASTM C31) (ASTM C231) 76 ° F NR {Water / Cement Ratio: Slump (ASTM C143) [Sample(s) Rec'd Ingredient Coarse Aggregate 3/4" Fine Aggregate Water Fly Ash Cement --Type I WRDA-64 ADVA 0.350 6-1/4" 7-1-04 [Required Strength (fc):1 Weight (per cu.yd) 1,958.0 1,246.0 232.0 110.0 552.0 26.0 13.0 lbs lbs lbs lbs lbs Oz Oz 5000 Psi @ 28 days SET 1 Remaining portions of walls for the storm water detention vault. Sampled at 20 of 244 cubic yards placed. Date Made Sample # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 6/30/2004 0069 71486 7/7/2004 7 6/30/2004 1 0069 71487 7/28/2004 28 1 56290 4 x 8 [ 4.011 4x8 6/30/2004 0069 71488 7/28/2004 28 --1 4x8 6/30/2004 L0069 71489 Remark: 8/25/2004 L56 1 Inspector(s): Tested by: Mark McBride Jesse Kane 4x8 12.63 1 F714601 Reviewed by: / Timothy G. erle, P.E. Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded 1 L NA w NA I` NA 1 NA M Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: 1,1 CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: E3187 Issued on: 7-8-04 Permit # (s): D03-129 Original: 0 Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745,1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 76 ° F Mostly Clear Concrete Stoneway 421062 5950-A FIELD DATA (ASTM C31 and C172) Actual I Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,964.0 lbs Fine Aggregate 1,250.0 lbs Water 228.0 lbs Fly Ash 107.0 lbs Cement --Type I 551.0 lbs WRDA-64 26.0 Oz ADVA 13.0 Oz Sample Temp. (ASTM C1064) Initial Storage Entrained Air Temp. (ASTM C31) (ASTM C231) 80°F NR [Water / Cement Ratio: j ( Slump (ASTM C143) [Sample(s) Rec'd' 0.347 5-3/4" 7-1-04 Required Strength (f'c): 1 5000 Psi @ 28 days (Placement Location and Notes; SET 2 Remaining portions of walls for the storm wall detention vault. Sampled at 157 of 244 cubic yards placed. Date Made Sample # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 6/30/2004 0070 71490 7/7/2004 7 6/30/2004 6/30/2004 0070 171491 7/28/2004 28 0070 71492 17/28/2004 L28 61780 4x8 6/30/2004 Remark: 0070 7149 8/25/2004 56 Inspector(s): Mark McBride Tested by: Jesse Kane 4x8 4.01 1- 12.63 J ( 4890 J (—• L NA 1 J L J IL -1 L NA 4x8 1 4x8 Reviewed by: f Timothy G. Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded NA f NA 1 * kerle, P.E. Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: E3187 Issued on: 7-2-04 Permit # (s): D03-129 Original: 0 Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 64 °F Overcast Concrete Stoneway 418977 5950-A FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: Sample Temp. (ASTM C1064) 74° F Initial Storage„mi Entrained Air Temp. (ASTM C31) (ASTM C231) NR [Water / Cement Ratio: [ Slump (ASTM C143) [Sample(s) Rec'di Ingredient Coarse Aggregate 3/4” Fine Aggregate Water Fly Ash Cement --Type I WRDA-64 ADVA 0.367 5-1/4" 6-24-04 [Required Strength (fc): !Placement Location and Notes Weight (per cu.yd) 1,958.0 1,249.0 241.0 108.0 548.0 26.0 13.0 lbs lbs Ibs Ibs lbs Oz Oz 5000 Psi @ 28 days First floor slab and grade beams west of F -line from 4.4 to 8.6. 12" concrete wall on A-line north 2 -line, from the grade beam to level P-2. Auger cast pile extensions and below grade portions of columns for the bridge at the north end f the building. Date Made Sample # 6/23/2004 0067 170991 16/30/2004 17 11 52740 1 4 x 8 1[4.01 1 12.63 1 4180 1 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) 6/23/2004 0067 70992 7/21/2004 ' 28 L 1 4 x 8 6/23/2004 0067 70993 7/21/2004 6/23/2004 0067 70994 8/18/2004 Remark: 28 L 4x8 11 -1 L 56_ 1 4 x 8 11 J L-- I L Inspector(s): Mark McBride Tested by: Zenaida Revilla Failure Code —N i* NA NA L NA r _ Reviewed by: / � i/i1A,6414-'L- Timothy G. erle, P.E. Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 1,4 l0ASirasone n eot,r9mrec.+ga+krn 1010.1.916,33:107 07.% •y, nc MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 178 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwil Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 4/19/04 Cloudy Lab, R/C (4) 4x8" REC DEVELOPMENT Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281,7579 Performed laboratory duties that include testing samples scheduled for testing, logging reports and test results into the onsite computer database, retrieving test samples from the field that were cast on 4/16/04, and introducing samples into water bath cure tanks. Performed final inspection of rebar prior to concrete placement for the southeast tunnel slab and the PT slab closure pour on the second floor. Contractor placed Stoneway concrete mix #5950-a (5000 psi requirement) at above referenced locations by pump and mechanically consolidated. One sample of concrete was taken and four test cylinders were cast. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: 1 -1" ---(?71144 7(1' Timothy G. B kerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. aaa.+rnrs;Nunnvxrmt:;�'r�vvu.:ytXB+21�7FYrti? MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 179 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 4/19/04 Inside Visual weld N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 On site at DHS for visual welding inspection in accordance with AWS D1.1-00 specifications. Inspected loading dock 10x6" tube steel framing on Level P3 at A-line between grids 6 and 7 (reference detail G-3.3). Top connection posts have been welded in lieu of through -bolting with a minimum 1/4" fillet weld. Inspected 3x3" tube steel posts to embed plates next to stair 2 and 3 on Levels P3, P2, P1, L1 and L2. Multiple locations have embed plates offset from tube steel posts, preventing welding all around. Engineer to review and submit RFI for acceptance/re-work required where embed plates do not match. Inspected stair 4 embed posts at Level P1. No problems noted. Tube steel marked "VT OK" for welds only acceptable to code. Preliminary inspection INSPECTOR: Mark Vassallo REVIEWED BY: ✓ M Timothy G. ckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 180 Date: Weather: Inspection: Sample(s): MMEi!`: i PItz. ?fr. SPI', _ , E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 4/20/04 Cloudy Lab, PT N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include logging reports and test results into the onsite computer database, retrieving test samples from the field that were cast on 4/19/04, and introducing samples into water bath cure tanks. Performed preliminary inspections of reinforcing steel and post tensioning tendons for the 4th floor PT slab between grids B and F from 2 to 7.5. Element installation and inspections are ongoing. Slab is scheduled for concrete placement on Friday, 4/23/04. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: —' Timothy G ckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 181 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 4/21/04 Clear Lab, PT N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Continued inspections of reinforcing steel and post tensioning tendons for the 4th floor PT slab between grids B and F from 2 to 7.5. PT tendons are all in place and profiled per the approved shop drawings. Top and perimeter rebar installation is in progress. Installation and inspections of items are ongoing. Final inspections to be performed tomorrow. Slab is scheduled for concrete placement on Friday, 4/23/04. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSIPECTOR: Mark McBride REVIEWED BY: 7— /1 Timothy G. gckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 182 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 4/22/04 Clear Lab, PT, R/S, R/C (4) 4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Performed final inspections of reinforcing steel and post tensioning tendons for the 4th floor PT slab between grids B and F from 2 to 7.5. After punch list items were completed, all items inspected are placed per approved contract documents. Deck is ready to receive concrete scheduled for placement tomorrow, 4/23/04. Inspected rebar prior to placing concrete for a slab on grade portion between approximate grid lines 7 and 7.3 from C.3 to D and stem wall on 10.8 line from A to C.4 on Level P-3. Rebar is placed per the approved contract documents. Contractor placed 10 cubic yards of Stoneway concrete mix #4356-a (4000 psi concrete) by Georgia buggy and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: r Timothy Beckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. .rt, " ffit MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 183 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 4/23/04 Cloudy Lab, PT slab (20) 4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing, logging reports and test results into the onsite computer database, retrieving test samples from the field that were cast on 4/22/04, and introducing samples into water bath cure tanks. Monitored placement of concrete for the 4th floor PT slab between grids B and F from 2 to 7.5. Concrete was monitored at the point of discharge (pump hopper) for mix design verification and slump parameters, and at the point of placement (deck) for correction of any displaced items. Contractor placed 570 cubic yards of Stoneway concrete mix #5950-a (5000 psi requirement) at above referenced location by pump and consolidated mechanically. Four samples of concrete were taken and four test cylinders were cast from each, with two field cured cylinders cast with sample sets #1 and #4. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride, Mike Virgilio REVIEWED BY: %' Timothy G eckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. !1!R71i1'MtM.T; MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 184 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / 003-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 4/26/04 Clear Lab, PT, R/C (4) 4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing, logging reports and test results into the onsite computer database, retrieving test samples from the field that were cast on 4/23/04, and introducing samples into water bath cure tanks. Prepared a Post Tensioning Stressing Record for the 4th floor PT slab between grids B and F from 2 to 7.5. Stressing is scheduled for tomorrow, 4/27/04. Inspected rebar prior to closing forms and placing concrete for 4th floor columns at grids E/2.8, 4, 5, 6 and 7; E.9/3, 4 and 5; and F/6 and 7. Rebar is placed per contract documents. Contractor placed 21 cubic yards of Stoneway concrete mix #5950-a (5000 psi required) at above referenced locations by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: M /2,,tx 'c-t�..� Timothy eckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 185 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tu Ila D03-128 / D03-129 (City of Tukwila2 Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 4/27/04 Occasional rain Lab, PT N/A RECEIVED MAY 077 DEVELOPMI TYENT Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing, logging reports and test results into the onsite computer database, retrieving test samples from the field that were cast on 4/26/04, and introducing samples into water bath cure tanks. Monitored the stressing of post tensioning tendons for the 4th floor PT slab between grids B and F from 2 to 7.5. Verified the use of calibrated equipment and gage pressures. Actual elongations were measured and recorded on a Post Tensioning Stressing Record. Stressing is not completed at the end of the day and will resume tomorrow, 4/28/04. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Date: Weather: Inspection: Sample(s): 4/27/04 Light rain Visual welding N/A INSPECTOR: Mark McBride On site at DHS for visual welding inspection in accordance with AWS D1.1-00 specifications and project plans. Re -inspected two tube steel post supports on Level P3 at stair #3, where the embed plates were offset and full welding all around was not possible. Both tube steel posts are now per B&B Fabricators faxed repair dated 4/22/04, where angles are now welded per faxed detail. This fix is acceptable at P3 stair #3 locations. Item #4 listed on City of Tukwila report dated 4/20/04, inspection No. 51, has been corrected. Verified welder James Verwey has a current WABO card. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. REVIEWED BY: INSPECTOR: Mark Vassallo Timothy Gf,-Beckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. :Wt(7;VArtily„.MS7 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 186 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 4/28/04 Mostly clear Lab, PT N/A Everett Office 917•134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Continued to monitor the stressing of post tensioning tendons for the 4th floor PT slab between grids B and F from 2 to 7.5. Verified the use of calibrated equipment and gage pressures. Actual elongations were measured and recorded on a Post Tensioning Stressing Record. At the completion of stressing, records were compiled and submitted to Sabey to forward to the engineer of record for review. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: Timothy . eckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. 4:CfAiA i ri?RH+kY2^3=iXNtlrrYl W.". ,..t'YII: H'.+'Nn. ,wnn9•MtK+.'�.V �r�:w.Me.. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 187 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / 003-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 4/29/04 Clear Lab, PT, R/S, R/C (4) 4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Performed final inspection of rebar prior to placing concrete for 4th floor shear walls on 6 and 7 lines from C to D and on C and D lines from 5.4 to 7. Rebar is placed per approved contract documents. Rebar was inspected prior to form closure as well. Contractor placed Stoneway concrete mix #5950-a (4000 psi requirement) at above referenced locations by pump and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. Performed final inspections of reinforcing steel and post tensioning tendons for the roof level PT slab between grids B and F from 7.5 to 11. After punch list items were addressed to the ironworkers and items were corrected, all items inspected appear to be in conformance with approved contract documents. Deck is ready to receive concrete scheduled for placement tomorrow, 4/30/04. Inspected rebar prior to closing forms for 4th floor columns at grids E/2; D/2 and 2.8; C/2 and 2.8; and B2 through 7. Rebar is placed per approved contract documents. Okay to close forms. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: T t i r4aiLr" L Timothy eckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. /114."74.,,,APir,+.n;,PArfi?nft.a1.M,q+vm7n04!7!:IR+F.!r' Hbf}7WWiti$19..ttc+sis.1 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 188 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-128 / 003-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 5/03/04 Partly cloudy Lab, PT N/A Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing, logging reports and test results into the onsite computer database, retrieving test samples from the field that were cast on 4/30/04, and introducing samples into water bath cure tanks. Prepared a Post Tensioning Stressing Record for the roof level PT slab between grids B and F from 7.5 to 11. Stressing is scheduled for tomorrow, 5/4/04. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: r .72.takt,i_x___ Timothy G. ckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 177 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS oF 12500 Tukwila International Blvd, Tukwila, WA 1,r. D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 4/16/04 Cloudy Lab, R/C (4) 4x8" Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing and logging reports and test results into the onsite computer database. Inspected rebar for final clearances prior to placing concrete for fourth floor shear walls on C and D lines from 9 to 9.4 and on 9 line from C to D, and columns at grids B/8, 9, 10 and 11, and C/8, 10.2 and 11. Clearances found to be acceptable after some minor adjustments. Contractor placed Stoneway concrete mix #5950-a (5000 psi required) at above referenced locations by pump and by crane and bucket and consolidated mechanically. One sample of concrete was taken and four test cylinders were cast. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: / 47 Timothy G. B erle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 176 E3187 DHS REGIONAL HEADQUARTERS o h(b. 12500 Tukwila International Blvd, Tukwila, D03-128 / D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction Date: 4/15/04 Weather: Occasional rain Inspection: - Lab, R/S Sample(s): None Everett Office 917 -134th Street SW Suite A•1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed laboratory duties that include testing samples scheduled for testing, logging reports and test results into the onsite computer database, retrieving test samples from the field that were cast on 4/14/04, and introducing samples into water bath cure tanks. Inspected rebar prior to closing forms for fourth floor shear walls on C and D lines from 9 to 9.4 and on 9 line from C to D, and columns at grids B/8, 9, 10 and 11, and C/8, 10.2 and 11. Rebar is placed per the approved contract documents. A final clearance inspection is required prior to placing concrete. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark McBride REVIEWED BY: / Timothy C,Beckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. • It', :•44r.At '= A'M9.,9tielArAKrIpm tern FT!n!Y.inMf koittMW,. :o VOIn .n!tsawnz, MAYES TESTING ENGINEERS, INC. September 16, 2004 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188-8188 Attn.: Bill Rambo Re: DHS Regional Headquarters 12500 Tukwila International Blvd Tukwila, WA MTE Project No. E3187 Gentlemen: RECEAMD 1, SEp 2 0 200 DEvELopmEN i FINAL LETTER Permit No. D03 D03-128-Sheii and Core Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 -129-Foundation This is to inform you that registered special inspections have been completed for this project as • per our reports, copies of which have been sent to you. Reports were filed under Permit No's. D03-128 and D03-129. To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. Special inspection was provided for: 1. Reinforced Concrete 2. Auger Cast Piles 3. Epoxied Anchors 4. Post Tension Concrete 5. Structural Masonry 6. Structural Steel Erection 7. Pre -cast Concrete Erection We trust that this provides you with the information that you require. Should you have any questions, give us a call. Sincerely, MAYES TESTING ENGINEERS, INC. 4-7 Timothy G. Beck Branch Manager e, P.E. Cc: Doug Gardner-Sabey Construction Theodore -McDonald — Engineers Northwest, Inc. Bob Fadden -Lance Mueller and Associates Ralph Hagler-Sabey Construction Dave Leng-Sabey Construction Bob Brott-Art Anderson Associates, Inc. TGB:rsm Earth Consultants, Inc. (i(Yn('(I111i(71I IJ1gi11(Yars. (;cYtlogisis h Environmental Scictltists ( tnstrtIcti(a1 Testing & IC'I iO / \\'Al ic) Insi x'li(1 Services Established 1975 March 19, 2004 E-2579-46 Sabey Corporation 12201 Tukwila International Boulevard, Fourth Floor Seattle, Washington 98168-5121 Attention: Mr. David Leng Subject: Dear Mr. Leng: Final Letter Addendum Pile Foundations INS Seattle District Office Tukwila, Washington In accordance with your request, Earth Consultants, Inc. (ECI) provided geotechnical services during the installation of the augercast pile foundations. An ECI representative observed two additional piles installed on March 17, 2004. The augercast piles were installed to the design depths, and the required pile embedment into the bearing strata was achieved. Based on our observations, the augercast piles for the INS Office Building were installed in accordance with our geotechnical recommendatiion and the approved plans. We trust this information meets your current needs. If you have any questions, or if additional information is required, please call. Respectfully submitted, EARTH CONSULTANTS, INC. Raymond A. Coglas, P.E.7 r7-_/ Manager of GeotechnicAl Services RAC/csm RECEIVED SEP 2 0 2004 BUILDING DEPARTMENT 1805 136th Place N.E., Suite 201, Bellevue, WA 98005 3-" 12.9 Bellevue (425) 643-3780 FAX (425) 746-0860 Toll Free (888) 739-6670 'tr ..o ,*. ,. ,.Y'n w^ .v/..av ew,.w+n .,. ... u++. r.x w•.« v,c Huhn. kN%S[ 'MAYES TESTING ENGINEERS, INC. ,i.. .r " August 23, 2004 Sabey Construction Ralph Hagler 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 REcEIvED 'AUG 3 0 2004 OgmmuNiTy opt NT Re: DHS Regional Headquarters Permit # D03-129 MTE Project No. E3187 Concrete Summary Report: July 2003 through August 15, 2004 Dear Mr. Hagler, Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Please find attached the concrete summary reports for the DHS Regional Headquarters. Within the reports you will find copies of the concrete laboratory test reports including the field data and compressive strength test results. In addition, you will find the statistical analysis reports for each concrete mix utilized on the project where enough data is available. We are providing the reports to the distribution list noted below. We provide the Project Superintendent with the 7, 28, 56, and 90 -day reports and notify the engineer if a 7, 28, 56, or 90 -day test is low as they occur. Respectfully submitted, MAYES TESTING ENGINEERS, INC. Timothy eckerle, P.E. Branch Manager Attachments: Concrete Laboratory Reports Concrete Summary Reports for 07/01/03 — 08/15/04 CC: Theodore McDonald — Engineers Northwest Inc. Bob Fadden — Lance Mueller & Associates Dave Leng — Sabey Construction Building Official — City of Tukwila QC Department — Stoneway iveJ w Analysis of Strength Data Tests and Statistics for Job Number: ! E3187 Job Name: DHS Regional Headquarters Permit Number(s): D03.129, D04-026, D03-075 Mix Number: 5950-A Test Data From: 6/18/2004 To: 8/15/2004 Produced By: ; Stoneway Specimen size: 4 x 8 CYLINDER Sample Date ':Sample I Slumpi; W/C ; Average 3 -Test Required Number Made,;Temp(7) { (inch);; Ratio ; :Strength (psi) Ave. (psi) i 'Strength 0058 5/21/2004 63 6-1/4" 0.371 5,620 5000 0058 5/25/2004 70 5-3/4" 0.340 7,280 4000 0062 6/4/2004 83 6-3/4" 0.418 6,140 6,350 5000 0063 6/11/2004 70 4" 0.352 6,580 6,670 5000 0064 6/11/2004 72 5" 0.349 6,120 6,280 5000 0065 6/16/2004 71 5-3/4" 0.363 6,330 6,340 5000 0066 6/21/2004 86 6-1/2" 0.324 5,980 6,140 5000 0067 6/23/2004 74 5-1/4" 0.367 5,980 6,100 5000 0068 6/25/2004 71 5-3/4" 0.379 5,810 5,920 5000 0069 6/30/2004 76 6-1/4" 0.350 5,850 5,880 5000 0070 6/30/2004 80 5-3/4" 0.347 6,640 6,100 5000 0071 7/1/2004 73 5-3/4" 0.354 7,000 6,500 5000 0074 7/19/2004 73 5-1/2" 0.379 6,500 6,720 4000 Tuesday, August 17, 2004 Page 1 of 2 Tests and Statistics for Job Number: [ E3187 ; Job Name: DHS Regional Headquarters Permit Number(s): D03-129, D04-026, D03-075 Sample Date ;Sample !Slump. W/C Number Made ! 1 Teh1tp(°F) (inch)li Ratio Average 3 -Test Strength (psi) Ave. (psi) Required Strength i 28 i Day Test Statistics Number of tests: 13 Low test: High test: Average test: Median test: Average range: r 5,618 Within -test standard deviation: 7,283 Batch -to -batch standard deviation: 6,295 Within -test coefficient of variation: 6,119 Standard deviation: 253 Coefficient of variation: Tuesday, August 17, 2004 224.12 433.63 3.56 488.12 7.75 Page 2 of 2 Analysis of Strength Data Tests and Statistics for Job Number: E3187 Job Name: DHS Regional Headquarters Permit Number(s): : D03-129, D04-026, D03-075 Mix Number: 7034 i Produced By: Stoneway Test Data From: 8/10/2004 To: 8/15/2004 Specimen size: 4 x 4 x 8 PRISM Sample Date Sample Slump. W/C Average 3 -Test Required Number Made :;Temp(T) (inch); Ratio , 'Strength (psi) Ave. (psi) Strength 0072 7/13/2004 69 11" 0.481 1,490 2000 0073 7/15/2004 72 Flowabl 0.473 5,070 2000 1 28 1 Day Test Statistics Number of tests: 2 Low test: 1,493 Within -test standard deviation: 253.96 High test: 5,068 Batch -to -batch standard deviation: 2,514.54 Average test: 3,281 Within -test coefficient of variation: 7.74 Median test: 3,281 Standard deviation: 2,527.33 Average range: 286 Coefficient of variation: 77.04 Tuesday, August 17, 2004 Page 1 of I RECEIVED AUG 3 0 2004 BDEPARTMENT MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 243 Date: Weather: Inspection: Sample(s): E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA 003-128 / D03-129 / D04-099 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 8/17/04 Clear, 80°F VT N/A Everett Office 917 -134th Street SW V /� Suite A-1 h 0 " �U f fax 425.745. 3Everett, WA 8374 'AUGA �� D n Tacoma Office H Z�U� ' 10029 S. Tacoma Way 60 CpMMUNIT Suite E-2 Tacoma, WA DEV ELppMf NT ph 253 584 372099 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Permit No. D03-128 Inspected welds as follows: A) Preliminary report of Friday, 6/25/04, is closed. Final item was frame for L2 granite vanity — now complete. B) Inspected Level L4 CMU retaining angle welds per 3-3.4. Locations on L1 and below are single sided during CMU work. C) Inspected frames for vehicle entrance and exit gate, Level L1, at Sally Port. D) Began inspections of frame for roof screen walls — in progress. At cross pieces, the slot welds are commonly 1/4" wide with full backer provided for the 3 sides specified for weld. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Mark Rossow REVIEWED BY: 7 Timothy C eckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. Slump (ASTM C143) 1 Required Strength (fc):1 MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: Yri1J b......,... CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila ,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: E3187 Issued on: 7-30-04 Permit # (s): D03-129 Original: ❑d Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 72 F Clear Concrete Stoneway 421546 5950-A FIELD DATA (ASTM C31 and C172) Actual 1 Mix Proportions: Sample Temp. Initial Storage Entrained Air (ASTM C1064) Temp. (ASTM C31) (ASTM C231) 73°F Water / Cement Ratio: NR 0.354 1 5-3/4" Placement Location and Notes Sample(s) Rec'd 7 - Total of 50 cubic yards. North tunnel walls and lid. 2-04 Ingredient Coarse Aggregate 3/4" Fine Aggregate Water Fly Ash Cement --Type 1 & 11 ADVA Entrance canopy beams. Weight (per cu.yd) 1,920.0 lbs 1,256.0 lbs 233.0 lbs 110.0 lbs 549.0 lbs 14.0 Oz 5000 Psi @ 28 days Date Made Sample # Lab # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 7/1/2004 0071 71544 7/8/2004 7 I 69100 4 x 8 4.02 II 12.69 7/1/2004 0071 71545 7/29/2004 28 86440 4x8 4.00 7/1/2004 1 0071 71546 7/29/2004 28 91280 4x8 12.57 4.00 1 I 12.57 7/1/2004 0071 71547 7/29/2004 28 86250 4x8 4.00 Remark: Inspector(s): Mark Rossow Tested by: Scott J Johnson 12.57 5440 6880 7260 6860 NA NA NA NA i f Reviewed by: % f'1 44._("-•_---- Timothy G. ckerle, P.E. Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cur NR = Not Recorded Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 +:!;;;, Lr.::;f;rs v^air."u'w'.'v';;. x t Su: ss 'v�'+'�"✓� :.,,ata ,e:i ;44c60:.i 1�+rek'�"alG9 Placement Location and Notes' MAYES TESTING ENGINEERS, INC Project : Site Address: CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters Project No: E3187 12500 International Blvd Issued on: 7-29-04 Tukwila,WA Client: Sabey Corporation Engineer: Engineers Northwest Contractor: Sabey Construction Permit # (s): Original: Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 X684 X03 -1X1 Air Temperature: 80 ° F Weather: Sunny Product: Concrete Supplier: Stoneway Ticket Number : 426477 MixDesign ID : 5950-A FIELD DATA (ASTM C31 and C172) Actual J Mix Proportions: Sample Temp. ' Initial Storage Entrained Air (ASTM C1064) Temp. (ASTM C31) (ASTM C231) 0 °F NR % IL Slump (ASTM C143) 1 1Sample(s) Recd 7-22-04 Required Strength (Pc): j 5000 Psi @ 28 days No batch weights available. 1. Grade beam and retaining wall footing north of grid 2 and east of grid C. 2. Columns on grid B, the first 2 columns north of grid 2, and the column north of the end of grid A wall. Note Footing F'c= 3000psi and Columns F'c = 5000psi. Date Made Sample # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 7/21/2004 0075 72446 7/28/2004 7/21/2004 0075 72447 8/18/2004 7/21/2004 0075 72448 8/18/2004 7 !j 49850 28 28 4x8 4x8 4.01 7/21/2004 Remark: 0075 72449 9/15/2004 56 4x8 4x8 , 12.63 Inspector(s): Lonny Morrison Tested by: Carl Reynolds Reviewed by: NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded 3950 NA NA NA I" NA j' Timothy G. kerle, P.E. Branch Manager Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7-0 ,si�yaW,..:4tt: Water / Cement Ratio: I Slump (ASTM C143) MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: E3187 Issued on: 7-26-04 Permit # (s): D03-129 Original: 0 Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9380 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) FIELD DATA (ASTM C31 and C172) 76 °F Overcast Concrete Stonewav 420076 5950-A Initial Storage Entrained Air Temp. (ASTM C31) (ASTM C231) 71°F NR 0.379 0/0 5-3/4" Placement Location and Notes Design Mix Proportions: Sample(s) Recd; 6-26-04 Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,918.0 lbs Fine Aggregate 1,263.0 lbs Water 250.0 lbs Fly Ash 110.0 lbs Cement --Type 1 & II 550.0 lbs WRDA-64 26.0 Oz ADVA 13.0 Oz Required Strength (Pc): ti Total of 9 cubic yards. Columns at G/6 and 7 lines at entrance canopy. 5000 Psi @ 28 days Date Made Sample # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 6/25/2004 0068 71244 7/23/2004 28 i 6/25/2004 0068 71245 7/23/2004 28 73150 73640 4x8 4x8 Remark: samples were damaged on the jobsite. Two samples were untestable. Inspector(s): Mark Rossow Tested by: Scott J Johnson 4.01 4.01 12.63 12.63 Reviewed by: NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. " NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded 5790 5830 Air imo ' G. Beckerle, P.E. `Branch Manager NA* NA NA j" Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7-0 1'4 MAYES TESTING ENGINEERS, INC Project : Site Address: CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Client: Sabey Corporation Engineer: Engineers Northwest Contractor: Sabey Construction Project No: E3187 Issued on: 7-22-04 Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Permit # (s): D03-129 Original: Q Revised: ❑ Air Temperature: 64 ° F Weather: Overcast Product: Concrete Supplier: Stonewav Ticket Number : 418977 MixDesign ID : 5950-A FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: Sample Temp. Initial Storage I Entrained Air (ASTM C1064) Temp. (ASTM C31) (ASTM C231) 74 ° F NR Water! Cement Ratio: i Slump (ASTM C143) Sample(s) Recd; Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,958.0 lbs Fine Aggregate 1,249.0 lbs Water 241.0 lbs Fly Ash 108.0 lbs Cement --Type I 548.0 lbs WRDA-64 26.0 Oz ADVA 13.0 Oz 0.367 5-1/4" 6-24-04 [Required Strength (t'c): j 5000 Psi @ 28 days Placement Location and Notes First floor slab and grade beams west of F -line from 4.4 to 8.6. 12" concrete wall on A-line north 2 -line, from the grade beam to level P-2. Auger cast pile extensions and below grade portions of columns for the bridge at the north end f the building. Date Made Sample # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 6/23/2004 0067 70991 6/30/2004 7 52740 4x8 4.01 i 6/23/2004 0067 70992 7/21/2004 28 74300 4x8 6/23/2004 0067 70993 7/21/2004_ 28 76650 4x8 12.63 IF71-1T36-1 4.02 1 j 12.69 1 4.02 , 12.69 6/23/2004 Remark: 0067 70994 7/21/2004 28 76570 4x8 NA I ' 5850 j NA 6040 1 4.02 1 12.69 i ; 6030 Inspector(s): Mark McBride Tested by: Jesse Kane NA 1, NA H Reviewed by: � 1 / . Beckerle, P.E. Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. * NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 LSSx'tt vt 'i S:tw 671fµ1 7ti".4yt yr` x'• Tests and Statistics for Job Number: E3187 i Job Name: DHS Regional Headquarters Permit Number(s): I D03-129 Sample Date 11,Sample Nunrber Made ! �Tentp(°F) Slump (inch) W/C Average 3 -Test ;Required Ratio ! 'Strength (psi)1 'Ave. (psi) i 'Strength 128 Day Test Statistics Number of tests: 12 Low test: 5,618 Within -test standard deviation: 220.04 High test: 7,283 Batch -to -batch standard deviation: 455.33 Average test: 6,278 Within -test coefficient of variation: 3.50 Median test: 6,132 Standard deviation: 505.71 Average range: 248 Coefficient of variation: 8.06 Weduesrtay, August 04, 2004 Page 2 of 2 ;,ice 4 ,.w� Analysis of Strength Data Tests and Statistics for Job Number: ! E3187 Job Name: OHS Regional Headquarters Permit Number(s): j 003-129 Z Mix Number: 5950-A Z Produced By: ; Stoneway W oQQ: 2 Test Data From: 6/18/2004 To: 7/31/04 Specimen size: 4 x 8 CYLINDER J U O 0 No Sample Date ''Sample !Slump!' W/C Average 3 -Test 1 I Required ' co i Number Made `i Temp(°F) (inch)!! Ratio I Strength (psi) Ave. (psi) ' Strength c1 LL iii 0 0058 5/21/2004 63 6-1/4" 0.371 5,620 5000 J LL 0058 5/25/2004 70 5-3/4" 0.340 7,280 4000 N d I- w 0062 6/4/2004 83 6-3/4" 0.418 6,140 6,350 5000 Z F=.. t— O 0063 6/11/2004 70 4" 0.352 6,580 6,670 5000 W f - • W 0064 6/11/2004 72 5" 0.349 6,120 6,280 5000 0 N O fi• t—. 0065 6/16/2004 71 5-3/4" 0.363 6,330 6,340 5000 W W 2 I-- r- 0066 0066 6/21/2004 86 6-1/2" 0.324 5,980 6,140 5000 LL ~O —Z 0067 6/23/2004 74 5-1/4" 0.367 5,980 6,100 5000 U HI 0068 6/25/2004 71 5-3/4" 0.379 5,810 5,920 5000 Z 0069 6/30/2004 76 6-1/4" 0.350 5,850 5,880 5000 0070 6/30/2004 80 5-3/4" 0.347 6,640 6,100 5000 0071 7/1/2004 73 5-3/4" 0.354 7,000 6,500 5000 IVednesday, august 04, 2004 Page 1 of 2 MAYES TESTING ENGINEERS, INC. August 4, 2004 Sabey Construction Ralph Hagler 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 Re: DHS Regional Headquarters Permit # D03-129 MTE Project No. E3187 Concrete Summary Report: July 2003 through July 31, 2004 Qx- RECEIVED 'AUG '1 3 20041 COMMUNITY DEVELOPMENT Dear Mr. Hagler, Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 )- Z Portland Office c¢ w 7911 NE 33rd Drive W Suite 190 U Q Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 J w 0 gas u.¢ =a 1•-w Z= 1— 0 Z ~ • w U� O — o I— wW 1- -O wz U N H= O 1•- z Please find attached the concrete summary reports for the DHS Regional Headquarters. Within the reports you will find copies of the concrete laboratory test reports including the field data and compressive strength test results. In addition, you will find the statistical analysis reports for each concrete mix utilized on the project where enough data is available. We are providing the reports to the distribution list noted below. We provide the Project Superintendent with the 7, 28, 56, and 90 -day reports and notify the engineer if a 7, 28, 56, or 90 -day test is low as they occur. Respectfully submitted, MAYES TESTING ENGINEERS, INC. Timothy G. Beckerle, P.E. Vice President Attachments: Concrete Laboratory Reports Concrete Summary Reports for 07/01/03 — 07/31/04 CC: Theodore McDonald — Engineers Northwest Inc. Bob Fadden — Lance Mueller & Associates Dave Leng — Sabey Construction irBuilding Official — City of Tukwila QC Department — Stoneway 10,1i lAtehtufrio“, • Everett ce MAYES TESTING ENGINEERS, INC. RECEIVE® 917.134�SItreetSW . aV. �. v MAY 2 4 Suite A-1 c,'v`,.r w :,. a.:.:.: Everett, WA 98204 2004 ph 425.742,9360 May 19, 2004 COMMUNITYfax 425.745.1737 QEI/ELOPM N Tacoma Office 10029 S. Tacoma Way Suite E-2 Sa bey Construction Tacoma, WA 98499 Ralph Hagler ph 253.584.3720 fax 253.584.3707 12201 Tukwila International Blvd. Portland Office Fourth Floor 7911 NE 33rd Drive Seattle, WA 98168-5121 Suite 190 Portland, OR 97211 ph 503.281.7515 Re: DHS Regional Headquarters fax 503.281.7579 Permit # D03-129 / Do3- MTE Project No. 1'3187 Concrete Summary Report: July 2003 through May 15, 2004 Dear Mr. Hagler, Please find attached the concrete summary reports for the DHS Regional Headquarters. Within the reports you will find copies of the concrete laboratory test reports including the field data and compressive strength test results. In addition, you will find the statistical analysis reports for each concrete mix utilized on the project where enough data is available. We are providing the reports to the distribution list noted below. We provide the Project Superintendent with the 7, 28, 56, and 90 -day reports and notify the engineer if a 7, 28, 56, or 90 -day test is low as they occur. Respectfully submitted, MAYES TESTING ENGINEERS, INC. ?''`7 Michael S. Dg P.E. Vice President Attachments: Concrete Laboratory Reports Concrete Summary Reports for 07/01/03 - 05/15/04 CC: Theodore McDonald - Engineers Northwest Inc. Bob Fadden - Lance Mueller & Associates Dave Leng - Sabey Construction Building Official - City of Tukwila QC Department - Stoneway '>it'Nh'N Ansa t4i3Abyt M �.4nalysis of Strength Data Tests and Statistics for Job Number [ E3187 J Mix Number L 5950-a Produced By [ Stoneway Test Data From 10/20/2003 To 5/14/2004 Design Strength (fc) 5000 psi at 28 days Specimen size: 4 x 8 CYLINDER Sample Number Date liSample Made I Temp( 7) Slump (inch) Age = I 28 Average F3 -Test Ratio Strength (psi) Ave. (psi) Remarks 1 0013 9/22/2003 75 6.75" 0.382 5,860 0015 9/24/2003 73 5.5" 0.339 6,820 0017 9/26/2003 74 5.75" 0.352 6,550 6,410 0033 10/24/2003 66 6.25" 0.340 6,360 6,580 0040 11/5/2003 63 7" 0.348 6,080 6,330 0041 11/5/2003 60 6,5" 0.292 6,820 6,420 0042 11/5/2003 65 6.5" 0.362 6,300 6,400 0043 11/10/2003 62 6.5" 0.354 5,130 6,080 0046 11/20/2003 63 7" 0.333 6,620 6,010 0047 11/20/2003 63 6.75" 0.339 6,730 6,160 0048 11/20/2003 63 6.5" 0.340 6,450 6,600 0049 11/20/2003 60 6.5" 0.340 6,530 6,570 0050 11/20/2003 65 6" 0.345 5,870 6,280 0063 12/31/2003 66 6.75" 0.335 6,560 6,320 0064 12/31/2003 65 6.5" 0.329 6,990 6,470 0065 12/31/2003 67 6.5" 0.342 6,600 6,720 0066 12/31/2003 67 6.75" 0.329 7,040 6,880 0068 1/8/2004 60 5.25" 0.316 7,080 6,910 0074 1/29/2004 60 6.0" 0.339 6,750 6,960 0075 1/30/2004 68 5.5" 0.333 6,010 6,610 Wednesday, May 19, 2004 1... 2vly'itiuw<nu:uaks3L.,sii::4 .BCwfFitw7 :M :MVA' Page 1 of 3 Sample Number Dale Sample Slump W/C Average Made Temp( °F) (inch) Ratio Strength (psi) 3 -Test Ave. (psi) Remarks 0076 1/30/2004 70 6.0" 0.336 6,700 6,480 0078 1/30/2004 67 5.5" 0.335 6,250 6,320 0079 1/30/2004 66 6.25" 0.323 5,940 6,300 0081 2/10/2004 59 6.25" 0.325 5,850 6,010 0082 2/13/2004 63 5.0" 0.340 6,710 6,170 0083 2/13/2004 65 6.0" 0.345 6,590 6,380 0084 2/13/2004 65 5.5" 0.353 6,690 6,670 0085 2/13/2004 64 6.0" 0.319 6,400 6,560 0086 2/13/2004 68 5.0" 0.345 6,430 6,510 0087 2/13/2004 69 5.75" 0.354 6,390 6,400 0088 2/16/2004 62 5.0" 0.350 6,570 6,460 0090 2/20/2004 59 5.75" 0.332 6,780 6,580 0092 2/27/2004 68 6.0" 0.346 6,340 6,570 0093 2/27/2004 64 5.0" 0.349 6,480 6,530 0094 2/27/2004 67 5.5" 0.343 6,600 6,470 0096 3/5/2004 58 6.25" 0.343 6,530 6,530 0098 3/12/2004 68 5.5" 0.365 6,930 6,680 0099 3/12/2004 64 5.0" 0.375 6,510 6,660 0100 3/12/2004 65 6.0" 0.352 6,550 6,660 0101 3/12/2004 64 4.5" 0.350 6,610 6,560 0102 3/15/2004 63 5.5" 0.374 7,010 6,730 0105 3119/2004 71 6.75" 0.354 6,460 6,690 0106 3/19/2004 70 7.0" 0.344 6,580 6,680 0107 3/19/2004 69 6.5" 0.340 7,300 6,780 0110 3/24/2004 61 6.0" 0.355 6,150 6,670 0111 3/29/2004 64 5.75" 0.352 6,090 6,510 0112 4/2/2004 63 6.5" 0.357 6,110 6,110 0113 4/2/2004 66 6.75" 0.373 5,960 6,050 0114 4/2/2004 70 6.25" 0.364 7,130 6,400 Page 2 of 3 Wednesday, May 19, 2004 ?ri4a�r:;i�t''+�'�,GS'-Y'eb'�7;t{....i Sample Number Date Made Sample SIump !WC Temp( °) (inch) Ratio LAverage Strength (psi) 3 -Test Ave. (psi) Remarks 0115 4/2/2004 72 6.25 0.352 7,610 6,900 0116 4/5/2004 63 6.25" 0.336 6,320 7,020 0117 4/7/2004 62 6.25" 0.365 6,770 6,900 0119 4/9/2004 57 6.75" 0.362 5,540 6,210 0120 4/9/2004 61 7.0" 0.357 5,510 5,940 0121 4/9/2004 61 6.75" 0.349 5,240 5,430 0122 4/14/2004 64 5.75" 0.352 5,900 5,550 0124 4/16/2004 64 5.75" 0.327 5,920 5,690 28 I Day Test Statistics Number of tests: 57 Low test: 5,129 Within -test standard deviation: 219.10 High test: 7,608 Batch -to -batch standard deviation: 428.40 Average test: 6,431 Within -test coefficient of variation: 3.41 Median test: 6,510 Standard deviation: 481.18 Average range: 247 Coefficient of variation: 7.48 Wednesday, May 19, 2004 Page 3 of 3 •�•.'.$feiiw.nv � �• L�msi��:1�i;{trr J ryzitivNai:s{�:':' Analysis of Strength Data 1 Tests and Statistics for Job Number E3187 Mix Number 4356-a-1, Produced By Stoneway Test Data From 10/20/2003 To 5/12/2004 Design Strength (Pc) 4000 psi at 28 days Specimen size: 4 x 8 CYLINDER Age = 28 Sample Date Sample Slump !V/C Average Number Made Temp( °F) (inch) Ratio Strength (psi) 3 -Test ve. (psi) Remarks 0014 9/22/2003 75 6.25" 0.438 4,460 0016 9/25/2003 70 6.5" 0.420 4,280 0019 10/1/2003 71 5.25" 0.422 5,000 4,580 0021 10/3/2003 70 6.0" 0.420 4,000 4,430 0022 10/3/2003 71 6.75" 0.430 3,910 4,300 0023 10/6/2003 71 6.5" 0.413 3,820 3,910 0024 10/8/2003 67 5.75" 0.428 3,900 3,880 0025 10/9/2003 64 7.0" 0.442 3,290 3,670 0026 10/10/2003 64 5.75" 0.425 4,260 3,820 0027 10/10/2003 62 6.25" 0.417 3,830 3,790 , 0028 10/14/2003 65 5.5" 0.400 5,420 4,500 0029 10/16/2003 62 6.5" 0.407 3,510 4,250 0030 10/17/2003 67 5.25" 0.391 4,660 4,530 0031 10/22/2003 66 5.75" 0.388 3,830 4,000 0032 10/23/2003 64 6.25" 0.418 4,100 4,200 0037 10/27/2003 62 6.25" 0.407 4,070 4,000 0038 10/27/2003 65 6" 0.427 5,650 4,610 0045 11/14/2003 60 5.75" 0.410 5,130 4,950 0051 12/1/2003 58 6.5" 0.407 3,580 4,790 0053 12/3/2003 60 5" 0.368 4,170 4,290 Wednesday, May 19, 2004 Page 1 of 2 f:".a 01.0<'+ i'ci .44,1iz*kc. Sample Number Date Sample Slump W/C Made Temp( °F) (inch) Ratio Average Strength (psi) 3 -Test Ave. (psi) Remarks 0059 12/11/2003 60 5.25" 0.388 3,910 3,890 0060 12/17/2003 56 6.0" 0.386 3,500 3,860 0062 12/23/2003 60 6.25" 0.389 4,030 3,810 0067 1/8/2004 59 4.5" 0.372 4,440 3,990 0070 1/15/2004 60 4.75" 0.412 4,360 4,280 0071 1/19/2004 57 5.75" 0.389 3,840 4,210 0073 1/26/2004 55 5.5" 0.400 4,150 4,120 0109 3/24/2004 58 3.0" 0.402 4,600 4,200 0118 4/8/2004 61 5.25" 0.415 3,880 4,210 0123 4/14/2004 64 5.0" 0.410 3,680 4,050 28 I Day Test Statistics Number of tests: 30 Low test: 3,292 Within -test standard deviation: 56.90 High test: 5,650 Batch -to -batch standard deviation: 555.61 Average test: 4,175 Within -test coefficient of variation: 1.36 Median test: 4,052 Standard deviation: 558.52 Average range: 64 Coefficient of variation: 13.38 Wednesday, May 19, 2004 Page 2 of 2 MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 5-19-04 D03-128 Original: ❑�/ Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 60 °P Clear Concrete Stoneway 397570 4356-a Sample Temp. (ASTM C 1064) IL FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Slump Entrained Air (ASTM C143) (ASTM C231) 61°F 5.25" [Water / Cement Ratio: 0.415 [Date Received 4-9-04 [Design Strength (Pc): Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742,9360 fax 425.745.1737 Weight (per cu.yd) 1,918.CIbs 1,467.3Ibs 397,8 lbs 98.9 lbs 206,3 lbs 30.0 Oz 15.0 Oz 4000 at 28 days [Placement Location and Notes: 3rd floor shear walls on C and D lines from 5.4 to 7 and on 6 and 7 lines from C to D. Date Made Sample # Lab # 4/8/200411 L 0118 L 0563 1 ,F47-8/2004 1 [ 0118 j 7 0564 1 4/8/2004 11 0118 4/8/2004 I L 0118 0566 Remark: FC - Field Cure 0565 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 4/15/2004 I 5/6/2004 6/3/2004 6/3/2004 4ge (day) Load (lbs) Size (in) 7 Dia (in) Surface Area I12.7761 L4.02 1 1. 12.69 J r 32015 11-71 x 8 28 56 56 49240 1 Inspector(s): Mark McBride Tested by: Mark McBride 4.03 4x8 4x8 1_-__J Reviewed by: / 41. Strength (psi) 25161 3880 r Information in this report applies only to the actual samples tested and shall not be reproduced without theapproval of Mayes T g Engineers, Inc. MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Client: Sabey Corporation Contractor Sabey Construction Project No: E3187 Permit # (s): Issued on: 5-19-04 D03-128 Original: El Revised: ❑ Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 64°F 55 °F Partly Cloudy Concrete Stoneway 399252 4356-a • FIELD DATA (ASTM C31 and C172) Slump Entrained Air (ASTM C143) (ASTM C231) 5.0" [Water / Cement Ratio: 1 [Date Received 4-15-04 0.410 Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Cement --Type I Fly Ash Water WRDA-64 ADVA Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) 1,917,5Ibs 1,468.7Ibs 396.4 lbs 100.0 lbs 203.5 lbs 30.0 Oz 15.0 Oz [Design Strength (fc): 4000 at 28 days [Placement Location and Notes: 1 3rd floor shear walls on C and D lines from 3.6 to 4.4 and on 4 line from C to D. Date Made Sample # 0123 4/14/2004 4/14/2004 r4/ 14/2004 4/14/2004 Remark: 0123 0123 FC - Field Cure 0123 1 Lab # 0587 0588 F0589 0590 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested 4ge (day) Load (lbs) 4/21/2004 5/12/2004 6/9/2004 6/9/2004 7 28 56 56 1 29040 46720 Size (in) 4x8 4x8 Dia (in) Surface Area [ 4.021 [ 12.69 1 4.02 4x8 J 4x8 , 12.69 Inspector(s): Mark McBride Tested by: Mark McBride Reviewed by: r Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Test Engineers, Inc. Strength (psi) 2290 , 3680 1 MAYES TESTING ENGINEERS, INC. July 21, 2004 Sabey Construction Ralph Hagler 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 i...,__ Re: DHS Regional Headquarters Permit # D03-129 MTE Project No. E3187 Concrete Summary Report: July 2003 through July 15, 2004 Dear Mr. Hagler, Everett Office 917•134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Please find attached the concrete summary reports for the DHS Regional Headquarters. Within the reports you will find copies of the concrete laboratory test reports including the field data and compressive strength test results. In addition, you will find the statistical analysis reports for each concrete mix utilized on the project where enough data is available. We are providing the reports to the distribution list noted below. We provide the Project Superintendent with the 7, 28, 56, and 90 -day reports and notify the engineer if a 7, 28, 56, or 90 -day test is low as they occur. Respectfully submitted, MAYES T- TING ENGINEERS, INC. c, Mic a `'older P.E. Vice President Attachments: Concrete Laboratory Reports Concrete Summary Reports for 07/01/03 — 07/15/04 CC: Theodore McDonald — Engineers Northwest Inc. Bob Fadden — Lance Mueller & Associates Dave Leng — Sabey Construction Building Official — City of Tukwila QC Department — Stoneway r�M z W rel 00 to o J= F. w0 2 u.¢ CO =a I- LI Z= H0 z�- w • w O • 92 o wOCW UL .z w c) H 0 1- z Analysis of Strength Data Tests and Statistics for Job Number: E3187 Job Name: DHS Regional Headquarters Permit Number(s): ! D03-129 Mix Number: 5950-A Test Data From: 6/18/2004 To: 7/15/2004 Produced By: Stoneway Specimen size: 4 x 8 CYLINDER Sample Date 11,Sample I Sliunp, W/C Average 3 -Test Required ,Number Made Temp(°F) 1(inch) • Ratio Strength (psi) Ave. (psi) 'Strength 0058 5/21/2004 63 6-1/4" 0.371 5,620 5000 0058 5/25/2004 70 5-3/4" 0.340 7,280 4000 0062 6/4/2004 83 6-3/4" 0.418 6,140 6,350 5000 0063 6/11/2004 70 4" 0.352 6,580 6,670 5000 0064 6/11/2004 72 5" 0.349 6,120 6,280 5000 0065 6/16/2004 71 5-3/4" 0.363 6,330 6,340 5000 0066 6/21/2004 86 6-1/2" 0.324 5,980 6,140 5000 1 28 Day Test Statistics Number of tests: 7 Low test: 5,618 Within -test standard deviation: 215.02 High test: 7,283 Batch -to -batch standard deviation: 480.70 Average test: 6,293 Within -test coefficient of variation: 3.42 Median test: 6,145 Standard deviation: 526.60 Average range: 243 Coefficient of variation: 8.37 IVeduesday, July 21, 2004 Page 1 of 1 u E[' :biEaaaS:Lij.iiw-° t At44,11.141140f:* MAYES TESTING ENGINEERS, INC .44-,`.11411 M Project : Site Address: Client: Engineer: Contractor: CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: E3187 Issued on: 7-13-04 Permit # (s): D03-129 Original: d❑ Revised: 11 Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 52 ° F Overcast Concrete Stonewav 415715 5950-A FIELD DATA (ASTM C31 and C172) ActuaL.IMix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Water Fly Ash Cement—Type I WRA ADVA Sample Temp. (ASTM C1064) Initial Storage Temp. (ASTM C31 70° F [Water / Cement Ratio: NR 0.352 jEntrained Air 1) 0/0 [ Slump (ASTM C143) [Sample(s) Rec'd'� 4" [Placement Location and Notes Roof canopy framing at F line 5.5 to 7.5. 6-12-04 Required Strength (fc):1 Weight (per cu.yd) 1,964.0 lbs 243.0 lbs 231.0 lbs 110.0 lbs 546.0 lbs 26.0 Oz 13.0 Oz 5000 psi @ 28 days Date Made Sample # Lab # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 6/11/2004 0063 70516 6/18/2004 F6/11/2004 7 58630 4 x 8 4.01 ,1 12.63 0063 70517 7/9/2004 28 i1 85170 6/11/2004 0063 70518 7/9/2004 6/11/2004 0063 70519 7/9/2004 Remark: 4x8 4.02 12.69 28 [83690 4 x 8 4.02 12.69 28 81500 4x8 1 Inspector(s): Allan Heer Tested by: Cheri Willett 1 4640 6710 6590 4.02 1 j 12.69 l 1 6420 Reviewed by: NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. ' NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded �Timo Branch Manager NA i' NA NA I' NA Beckerle, P.E. Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3. 7.0 dY Placement Location and Notes' MAYES TESTING ENGINEERS, INC Project : Site Address: CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Client: Sabey Corporation Engineer: Engineers Northwest Contractor: Sabey Construction Project No: E3187 Issued on: 7-13-04 Permit # (s): D03-129 Original: El Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: 62 ° F Weather: Overcast Product: Concrete Supplier: Stoneway Ticket Number : 415902 MixDesign ID : 5950-A FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: (Sample Temp. ' Initial Storage Entrained Air (ASTM C1064) Temp. (ASTM C31) (ASTM C231) 72°F NR 11 % Slump (ASTM C143) 1 [Sample(s) Rec'd' Water / Cement Ratio: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,244.0 lbs Fine Aggregate 1,960.0 lbs Water 231.0 lbs Fly Ash 108.0 lbs Cement—Type I 554.0 lbs WRA 26.0 Oz ADVA 13.0 Oz 0.349 5" 6-12-04 Required Strength (ft): j 5000 Psi @ 28 days SET 2 South walls of water retention pond at north end of site. Date Made Sample # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 6/11/2004 0064 70520 6/18/2004 7 6/11/2004 0064 70521 7/9/2004 28 6/11/2004 0064 70522 7/9/2004 28 6/11/2004 0064 , 70523, 7/9/2004 28 56860 79800 4x8 4.01 12.63 , 4x8 78280 1 4 x 8 74920 4x8 Remark: Inspector(s): Allan Heer Tested by: Cheri Willett 4.02 12.69 4.02 14.02 12.69 12.69 Reviewed by: 4500 6290 6170 5900 NA NA NA NA -74 . Beckerle, P.E. LBranch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. • NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form 050, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project : Site Address: Client: Engineer: Contractor: • CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Sabey Corporation Engineers Northwest Sabey Construction Project No: E3187 Issued on: 7-16-04 Permit # (s): D03-129 Original: D Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. [(ASTM C1064) 57 ° F Clear Concrete Stonewav 416835 5950-A FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: Initial Storage Entrained Air Temp. (ASTM C31) (ASTM C231) 71°F NR LWater / Cement Ratio: i i Slump (ASTM C143) [Sample(s) Recd Ingredient Coarse Aggregate 3/4" Fine Aggregate Water Fly Ash Cement --Type I & II ADVA W R DA -64 0.363 5-3/4" 6-17-04 [Required Strength (fc): Placement Location and Notes 1 Weight (per cu.yd) 1,917.0 1,261.0 239.0 110.0 548.0 13.0 26.0 lbs lbs lbs lbs lbs Oz Oz 5000 Psi @ 28 days SET 1 Footings: tunnel footing east of A/2 and 2.2 lines, footing for retaining wall A-line/north of 2 Zine. Sampled at 21 of 43 cubic yards. Date Made Sample # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 6/16/2004 0065 70697 6/23/2004 7 62730 6/16/2004 4x8 0065 70698 7/14/2004 28 82360 6/16/2004 0065 70699 7/14/2004 28 6/16/2004 0065 170700 7/14/2004 28 4x8 78830 80920 4.02 4.03 12.69 12.76 4x8 j14.031 12.76 4x8 Remark: Inspector(s): C.Trip Edgerton Tested by: Chris Pratt 4.03 1 L12.76 Reviewed by: 4940 6460 6180 6340 NA NA * NAT i NA I* Imo y G. Beckerle, P.E. Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. * NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 ,TMY 'ieh� 11H..n'SM�iMf. Yl7.HN�; +ate : warr XetaleACP2S,, Water / Cement Ratio: ! Slump (ASTM C143) Required Strength (fc): i MAYES TESTING ENGINEERS, INC Project : Site Address: CONCRETE LABORATORY TEST REPORT DHS Regional Headquarters 12500 International Blvd Tukwila,WA Client: Sabey Corporation Engineer: Engineers Northwest Contractor: Sabey Construction Project No: E3187 Issued on: 7-9-04 Permit # (s): D03-129 Original: El Revised: ❑ Everett Office 917 - 1341h Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: 72 °F Weather: Clear Product: Concrete Supplier: Stoneway Ticket Number : 421546 MixDesign ID : 5950-A FIELD DATA (ASTM C31 and C172) Actual I Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,920.0 lbs Fine Aggregate 1,256.0 lbs Water 233.0 lbs Fly Ash 110.0 lbs Cement—Type I & II 549.0 lbs ADVA 14.0 Oz Sample Temp. Initial Storage " Entrained Air (ASTM C1064) Temp. (ASTM C31) (ASTM C231) 73 ° F NR [Sample(s) Reed' 0.354 5-3/4" 7-2-04 Placement Location and Notes Total of 50 cubic yards. North tunnel walls and lid. Entrance canopy beams. 5000 Psi @ 28 days Date Made Sample # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 7/1/2004 0071 71544 7/8/2004 7 I 69100 4x8 4.02 7/1/2004 0071 71545 7/29/2004 28 4x8 7/1/2004 0071 71546 7/29/2004 28 4x8 7/1/2004 0071 71547 8/26/2004 56 4x8 Remark: Inspector(s): Mark Rossow Tested by: Jesse Kane 12.69 5440 NA NA NA NA Reviewed by: T �% Timothy G. kerle, P.E. Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7-0 111,1./54 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit E3187 DHS REGIONAL HEADQUARTERS International Blvd, Tukwila, WA D03-129 (City.•f Tukwila) Owner: Architect: Engineer: Contractor: Page 21 Date: Weather: Inspection: rporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 8/21/03 Clear Reinforcing Steel RECEIVED SEP 2 2003 COMMUNITY DEVELOPMENT Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Conducted preliminary reinforcing steel inspection on E -line pile caps at grids 2 through 11. Discussed with ironworker and Sabey Construction general foreman, the list of items to be corrected prior to concrete placement. Issued punch list for contractor's information (see attached copy). Reinforcing steel placement per approved plans/specifications. (Note: PC2 at grids E/11 reinforcing steel placement incomplete at this time, missing 3 bottom bars short way). Preliminary Inspection Date: Weather: Inspection: 8/22/03 Overcast Reinforcing Steel / Reinforced Concrete INSPECTOR: Del Spicer A) Amend report dated 8-19-03 to include the reference to RFI #00030 which allows pile caps along F and E.9 line to be placed in (2) lifts for the addition of grade beam reinforcing steel into 2nd lift. B) Conducted final reinforcing steel inspection of pile caps at the following locations: E/2, E/3, E/4, E/5, E/6, E/7, E/8, E/9, E/10. (Note: reinforcing steel placement at E/11 incomplete.) Items on punch list issued 8-21-03 have been corrected prior to placement of concrete, with exception to incomplete reinforcing steel at PC2, E/11. No additional exceptions noted. C) Witnessed placement of, tested, sampled, and cast one set of (4) 4x8" test cylinders of Stoneway mix #4356. Mix placed via pump methods into pile cap locations noted in paragraph "B" of this report. Mix was mechanically consolidated as specified and a total of (143) cubic yards were placed this date. D) Site visited by City of Tukwila building official during concrete placement. No exceptions were noted. E) Garrett (Adtek) was onsite to check/verify calibration of testing machine after move. No exceptions were noted. Permanent power hook-up in progress. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: L Mark A. Galusha, P.E. INSPECTOR: Del Spicer cc: Bldg Dept -City of_Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. ti 44o kiirt(41 d?uH 1. MAYES TESTING ENGINEERS, INC. Punchlist Date: Si -I-03 Insp:Sf1c Location: ALe L 4 v V getz 2 rhea /! # 'Description Resolution PC20 eh - hose_ be -nets so exr7xy0 t/ Prui, Gisrur s pA-t`�-AZ 0-43 Puk-7.- yea-Ticat 644P 2C4 & x=13 — s t,N K ta) Pic.. cz .3 tJ ?+ems't'- WIG v -r N-IMAS � TOP Clime As- ect. �� . 3 C �4 c J 47 - »I tS c:,_ be;lipt.s e) 4etiefivt n 41 //rr -`T" PPG4 ' tJ - PlLc� t At k, " ,2" m , u t nu) wt i k� Ri PC. n� �C��v� sc C�-ec*�-� t�c'�c3R.�.S �i� me...._ PIc.L . la._2 E 6/11 --- at PL ,,, P -) ,&i,s JA: G- 3 fie 8A -es Csocie.r tv 917 -134th St. S.W., Suite A-1 • Everett, WA 98204 • (425) 742-9360 • FAX (425) 745-1737 MAYES TESTING ENGINEERS, INC. RECEIVED MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 22 Date: Weather: Inspection: E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 8/27/03 Partly Cloudy Reinforcing Steel SEP 8 2003 COMMUNITY DEVELOPMENT Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Conducted preliminary reinforcing steel inspection of pile caps at grid locations as follows: B, C, D, E/11; B, C, D/10; B/9, 8; C/8; D/8; B, C, D/3; and PC19 along 9-Zine/C to E. Inspection conducted per approved plans/specifications. Issued punch list (attached) to Sabey representative outlining items to be corrected and/or noting areas that reinforcing steel placement is currently incomplete, but work is ongoing. Final approval subject to reinspection prior to concrete placement and upon resolution of punch list items. Preliminary Inspection REVIEWED BY: ar • usha, P.E. cc: Bldg Dept -City kwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. INSPECTOR: Del Spicer »t VU Date: Location: 6I 1-L$ TESTING ENGINEERS, INC. Punchlist Insp: c� .71 E1ev.: Four - 4) L-tg a -D) 3 #f Description Resolution 1 Pc4 0 6 R - Pttsc I)et3t & 7 P a p1L 2 .4 - S OK) TOP OF- Pi .� Pc. b . - lug e -LS 0A) 'kip OF Ply Pc_4e'— CQ4',r--Icif-e-S/tQc pa-— tee <_. ' Pct ;- e £/, c 3� _'3 -- Z p c.41�c dam- J 'a --ou tq @___.�. 9. --"Z___ ?1 -; / j -- �( . t�LS (2 - Pc l 1 .. 1 • A s etza 65- Pc.2r Jh)/tJ -1�.._..�, o seroTi-. 917 -134th St. S.W.. Suite A-1 • Everett, WA 96204 • (425) 742-0360 • FAX (425) 745-1737 AUG 272003 ,111,14 z J U U) w J 0) w IL 1- z z w U 0 w _ H u_ W U 0 z z w U 0 w _ H u_ 0 W W 0 L1.1 U 0 CO I-- MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 23 Date: Weather: Inspection: E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-129 (City of Tukwila) uJ Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 8/28/03 Clear R/S, R/C Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Conducted final re -steel inspection on pile caps at grids B -E/11, B -D/10, B/9, 8, C/8 and D/8. Re - steel placement is per approved plans and specifications. No exceptions noted. Witnessed placement of, tested, sampled and cast one set of (4) 4x8" test cylinders of 148 cubic yards Stoneway mix #4356 placed in above areas via pump methods. Mix was mechanically consolidated as specified. No exceptions were noted. All items contained on punch list issued 8/27/03 have been corrected with the exception of items #5 and #6. The pile caps at these locations still have incomplete re -steel placement at this time. Work is ongoing. Also conducted final re -steel inspection on pile caps at grids B/2, C/2 and D/2. Re -steel placement is complete with no exceptions noted. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: rk A. Galusha, P.E. INSPECTOR: Del Spicer ami tLcs. It t SEP -- 8 M03 DEPARTMENT cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Ade -ss: Permit Owner: Architect: Engineer: Contractor: Page 13 Date: Weather: Inspection: E3187 QUARTERS kwila Internation D03-129 (City of Tukwila) abe Cor•orati lvd, Tukwila, WA Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 8/11/03 Clearing Auger -cast pile RECEIVED AUG 2 5 20Q3 COMMUNITY DEVELOPMENT Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253,584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503,281.7515 fax 503.281.7579 A) Witnessed placement of, tested, sampled, and cast (4) sets of (4) 2x4" test cylinders of Stoneway mix #10000. Mix placed via auger -cast pump methods into 24" diameter pile locations designated as follows: P1, P7, P14, P15, P16, P8, P9, P2, P3, P10, P17, P14, P18, P11, P5, P12, P6, P19, P13, P6A, P20, P13A, A16, A19, A20, A22, A23, A26 - total of (28) piles. Location and depth of individual pile monitored by representative of Earth Consultants, Inc. A total of (155) cubic yards of Stoneway mix #10000 placed this date. No exceptions were noted. B) Inspected and monitored placement of pre -tied reinforcing steel cages into designated locations as follows: P1, P2, P7, P8, P14, P15, A16, A19, A20, A22, A23, A26 - a total of (12) locations. Remainder of locations described in paragraph "A" contain no reinforcing steel. Reinforcing steel cages comply with approved plans/specifications as to bar size, grade, length, number, type, and spacing. No exceptions were noted. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: rk A. Galusha, P.E. INSPECTOR: Del Spicer cc: Bldg Dept -City of wila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. rr MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 14 Date: Weather: Inspection: E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 8/12/03 Clearing Auger -cast pile Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 A) Attended preconstruction meeting with regards to "core and shell" permit for Dept. of Homeland Security Office Building. Attending, were: City of Tukwila Building Official, Sabey Corporation representatives, and GBC representative. City of Tukwila requests specific notification of concrete placements and using proper permit numbers on daily reports. B) Witnessed placement of, tested, sampled, and cast (3) sets of (4) 2x4" test cylinders of Stoneway mix #10000. Mix placed via auger -cast pile methods into 24" diameter pile locations designated as follows: A17, A28, P40, P26, P33, P25, P32, P39, P38, P31, P24, P23, P30, P37, P22, P29, P36, P21, P28, P21 A, P27 — total of (21) piles. Location and depths of individual piles monitored by representative of Earth Consultants, Inc. A total of (135) cubic yards of Stoneway mix #10000 placed this date. No exceptions were noted. C) Inspected and monitored placement of pre -tied reinforcing steel cages for the following pile locations: A17, A28, P40, P26, P33, P25, P32, P39 — total of (8) locations. Remainder of pile locations, described in paragraph "A" of this report, contain no reinforcing steel (RFI pending). Reinforcing steel cages placed comply with approved plans and specifications as to bar size, grade, length, number, type, and spacing. No exceptions were noted. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: Iusha, P.E. INSPECTOR: Del Spicer cc: Bldg Dept -City of i wile, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. Mg MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 15 E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Date: 8/13/03 Weather: Inspection: Auger -cast pile A) Witness placement of, tested, sampled, and cast (2) sets of (4) 2x41, test cylinders of Stoneway mix #10000. Mix placed via auger -cast pump methods into 24" diameter pile locations, designated as follows: A33, P35, P34, P27A, A27, A24, A21, A18, BR3, BRI, BR5, BR12, BR4, BR6, BR7 — total of (15) piles. Location and depth of individual piles monitored by representative of Earth Consultants, Inc. A total of (90) cubic yards of mix #10000 from Stoneway placed this date. No exceptions were noted. B) Inspected and monitored placement of pre -tied reinforcing steel cages for pile locations as described in paragraph "A" of this report, with exception of locations P35, P34, and P27A. These three locations contain no reinforcing steel (RFI pending). Reinforcing steel cages comply with approved plans and specifications, as to bar size, grade, length, number, type, and spacing. No exceptions were noted. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: .• ar .'Iusha, P.E. cc: Bldg Dept -City si Ikwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. INSPECTOR: Del Spicer .:;a.'i.:�ti'r:i.{�`l.ii::.�i��L i��r.:-tiu:4r:tw,ii;.i:}aiLi�wtdlU{J.��i't,J'•.+w^d.+.�.'.+�'.. vnr fl wan-tgn.:...taaU�7sR�vNi�k+t; MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 16 Date: Weather: Inspection: E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 8/14/03 Clear/Hot Auger -cast pile Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 While augering pile location BR14, pile contractor experienced mechanical breakdown. This is the first pile location of the day. Stand by while effecting repairs. Continued to set up portable laboratory and related work with onsite concrete testing. Contractor supplied water for curing tanks via water truck. Work is ongoing. No permanent power supply as yet. Pile contractor completed repairs but canceled grout placement until tomorrow, due to lateness of repair completion. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: alusha, P.E. cc: Bldg Dept -City of u wila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. INSPECTOR: Del Spicer 9 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 17 Date: Weather: Inspection: E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 8/15/03 Clearing Auger -cast piles Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 A) Witnessed placement of, tested, sampled, and cast (2) sets of (4) 2x4" test cylinders of Stoneway mix #10000. Mix placed via auger -cast pump methods into 24" diameter pile locations, designated as follows: BR14, BR10, BR11, BR9, BR13, BR8, BR2, S1, S2, S3, S4, S5, C11.9, B11.9 — total of (14) piles. Location and depth of individual pile monitored by representative of Earth Consultants, Inc. A total of (83) cubic yards of mix #10000 placed this date. No exceptions were noted. B) Inspected and monitored placement of pre -tied reinforcing steel cages placed at locations outlined in paragraph "A" of this report. Reinforcing steel cages comply with approved plans and specifications as to bar size, grade, length, number, type, and spacing. No exceptions were noted. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: Orik., • Tark A. ealusha, P.E. cc: Bldg Dept -City i f Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, d -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. INSPECTOR: Del Spicer Theodore McDo {; 7/60:. }i?jKN144.!y^Nh+kM4 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 18 Date: Weather: Inspection: E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 8/18/03 Clear Reinforcing Steel Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Requested copy of job specifications from superintendent, Rich Gardner (Sabey), and was told none were available. Requested copies of approved drawings and was informed that latest revisions are en route. Conducted review of approved shop drawings for pile caps/grade beams for grids E.9 and F. Also, conducted review of approved concrete mix designs from Stoneway Concrete. General notes under concrete heading specifies no water to be added onsite. Awaiting clarification from engineer -of -record. No permanent power available to portable laboratory. Standing by for Adtek representative for testing machine calibration. Conducted preliminary reinforcing steel inspection on E.9, F -line, pile caps at grids 2 through 11. See attached punch list for specific details* Reinspection required upon completion of punch list corrections, prior to concrete placement. Preliminary Inspection *Copies of punch list given to Sabey representatives. INSPECTOR: Del Spicer REVIEWED BY: a , Mark A.'Galusha, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brotl-Art Anderson Assoc., Inc. MAYES TESTING ENGINEERS, INC, Punchlist Date: --1(9-03 lnsp:be spice -L. Elev.: Location:C_=161,At.m)F Lob- Pc c Fecot 6-aos 2, -1 -1 -ea_ LI # Description Resolution &gin &r0,1 RAe_S iJ ib ec ,sEty.e4) , 2_ PC2_ 0 Esq/LO — LcDs6 iY-trom 6A -4s ---FAct_a_c_AAitrizs. „ s tc._4e c;. -_.,q19 - CoLitymo v)(A-e_s s<6--141:-.3;> Li 1 PC -4 GR lik — Coluiv..0 vows sKewoo -Pits:- 64/0-- ) ).3g.z3 Tr) sr Pc_ Pc_ yvito . 2" , -) pc2. F/) — 8:0-1-0.LA 8A -a,_ 1A/L_ eli,__,cbocc,_.Jm el.) KO . ,Su OG ,a F: Ft) AVittate-e_. /PILE- Ozi CO9 .4' ..:1 i A '`-- Pc -2- F ---. eat -d\\ 1;-er---71-u_._ (WARAIkta- Pic.,-- oor eFISTP-Len ik 1L& t) 1) f PCA e E.9/- — P iLz 641vrba43-4_, 100303 .1 A7t0e.A46-- -Pc 1N4. k 10 2") SecoT- sPATILz-c_ (no PILE; V612---nciii-S s P i. e_-_>,,q/ci - &now eft -e TA -(L crk-,A-e A9ce-s peou-r- -Pt UT VPA2--TICA-L_ .ZOWG-L-S q ligao-/.PJ)-i---11.,3-C m3 A i C - i, 1L-' Pc,3 o gAtz_ — ivttsc . <2-8ei s pobrAv. OF- Fijf_11k) abOT sPfl-zrit cro P(L.c,-- kit6V-Z3 4-)11.-- &DUI 672.1.a41-31610 lat_,--cS -It (--1-E-, pc_vv„,i,) 2 ". 917 - 134th St. S.W., Suite A-1 • Everett, WA 98204 • (425) 742-9360 • FAX (425) 745-1737 z Z CeuJ 00 U) 0 cow WI CO Lu 0 LL < • ° F - Z 1— 0 Z 1— LU Lu 2 0 0 O CS - O I— W I 0 1— r- - 0 z Le5 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 19 Date: Weather: Inspection: E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 8/19/03 Clear Reinforcing Steel / Reinforced Concrete Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 A) Verified per phone conversation with Robert Raichle (Engineers Northwest), the use of 4x8" cylinders for above project. Frequency of testing/sampling shall be one set of (4) per (150) cubic yards, placed and/or portion thereof, and per every different mix design used daily. Also, clarified general note for add water usage onsite; to be allowed only per compliance sheet tolerances that do not exceed water/cement ratio and specified slump. Was informed that Ted McDonald (Engineers Northwest) may also be consulted for this project. B) Was informed by Michelle Wilson (Sabey) that another set of fingerprints is required. Kept appointment made by Sabey with Tukwila Police Department, for additional ink fingerprinting and computer scanned prints. Submitted new set of ink -type prints for approval. C) Conducted final reinforcing steel inspection on pile caps at following locations: E.9/11, E.9/10, E.9/9, E.9/8, F/7, F/6, E.9/5, E.9/4, E.9/3, E.9/2. All punch list items dated 8-18-03 have been corrected, including adjustments for misplaced piles at F/7, F/6 per fax transmittal dated 8-18-03 from T. McDonald. No exceptions were noted. D) Witnessed placement of, tested, sampled, and cast one set of (4) 4x8" test cylinders of Stoneway mix #4356. Mix placed via pump methods into pile cap locations designated in paragraph "C" of this report. Mix was mechanically consolidated as specified, and a total of (88) cubic yards placed this date. (Note: The first (4) trucks, (39) cubic yards delivered, had no compliance sheets, subsequently, no water added per general notes specification. Slump range approximately 2-2W. Remainder of trucks had compliance sheets and slump adjusted per design.) To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Del Spicer / REVIEWED BY: i{ .r .tr 1 Mark A. Galusha, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. 4, :azv(4:i;.'.Fiiita4:hIG:"f.`.;�'3vNf;iFiga�' MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 20 Date: Weather: Inspection: E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 8/19/03 Clear Background Check Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Completed background check information, and fingerprinted at Tukwila Police Department. Delivered all documents to Sabey Construction. Date: Weather: Inspection: Met with Michelle Wilson (Sabey) and provided her with supplementary identification paperwork for DHS security clearance. 8/20/03 Clear / 78°F INSPECTOR: Carl Reynolds REVIEWED BY: Mark a . Galusha, P.E. INSPECTOR: Bob VanderPol II cc: Bldg Dept -City o ukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. a:.s;ryw'"' .. MAYES TESTING ENGINEERS, INC .r<J4%:i4;q<,y1,N41y:' Project : DHS Regional Headquarters Client: Sabey Corporation Client Address: 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 Contractor: Sabey Construction Project No: E3187 Issued on: 8-13-03 Permit # (s): D03-129 Original: ❑d Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 68 °F Clear Grout Stoneway 335601 10000 FIELD (ASTM C31 Sample Temp. Slump Entrained Air (ASTM C1064) (ASTM C143) (ASTM 0231) 74°F 9" Water / Cement Ratio: [Date Receive 0.489 ;Placement Location and Notes 1 SET 1 8-7-03 DATA and C172) Design I Mix Proportions: Ingredient Fine Aggregate Water Cement --Type 1 & II 100 XR Weight (per cu.yd) 2,309.0 lbs 460.0 lbs 940.0 lbs 38.0 Oz [Design Strength (fc): I 4000 Psi @ 28 days Pile D24 and D25. Sampled at 30 of 155 cubic yards. 30 gallons water added on site. Date Made Sample # Lab # 8/5/2003 8/5/2003 1 0032 0032 0032 154202 8/5/2003 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 8/12/2003 7 15720 1 2 x 4 x2 00 L 3.13 15030 I * 542031 9/2/2003 54204 9/2/2003 L8/5/2003 0032 T54205 Remark: 9/30/2003 28 L 2 x 4 28 �L 56 2x4 2x4 _J r I Inspector(s): Del Spicer Tested by: Neil Bastian Reviewed by: NOTES: Failure descriptions for samples tested with neoprene pads are not reported. S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure 1I P Michael S. Dolder, P.E. Technical Director Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 MAYES TESTING ENGINEERS, INC Project : DHS Regional Headquarters Client: Sabey Corporation Client Address: 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 Contractor: Sabey Construction Project No: E3187 Issued on: 8-13-03 Permit # (s): D03-129 Original: ❑d Revised: ❑ Everett Office 917. 134th Street SW Suite A-1 Everett, WA 98204 ph 425,742.9380 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 83°F FIELD DATA (ASTM C31 and C172) 71 °F Clear Grout Stonewav 335747 10000 Slump Entrained Air ASTM C143) [ (ASTM 0231) 8" [Water / Cement Ratio: {Date Receive 8-7-03 0.489 [Placement Location and Notes 1 SET 2 Pile D33, D36 and C63. Sampled at 70 of 155 cubic yards. 90 gallons water added on site. OA Design I Mix Proportions: Ingredient Weight (per cu.yd) Fine Aggregate 2,309.0 lbs Water 460.0 lbs Cement --Type 1 & II 940.0 lbs 100 X R 38.0 Oz [Design Strength (Pc): 4000 Psi @ 28 days Date Made Sample # Lab # COMPRESSION TEST RESULTS (ASTM 039, 01231, and C617 when applicable) Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 8/5/2003 0033-154206 18/12/2003 1 7 1[ 14100 1 2 x 4 T-21:101 [ 8/5/2003 0033 54207 9/2/2003 n8 1 2 x 4 [8/5/2003 r 0033 [542081 9/2/2003 L28 IF 1 2 x 4 8/5/2003 1 0033 -754209 9/30/2003 1 56 L Remark: Inspector(s): Del Spicer Tested by: Neil Bastian 2x4 3.13 Reviewed by: 4510 L_ Michael S. Dolder, P.E. Technical Director NOTES: Failure descriptions for samples tested with neoprene pads are not reported. S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 iy !raspy va MAYES TESTING ENGINEERS, INC 4' :'r:.::.;I:ti;f4 Y..tltla if :'i' riu� l ::i u ' .. . Project : DHS Regional Headquarters Client: Sabey Corporation Client Address: 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 Contractor: Sabey Construction Project No: E3187 Issued on: 8-13-03 Permit # (s): D03-129 Original: d❑ Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 80 ° F FIELD DATA (ASTM C31 and C172) 72 ° F Partly Cloudy Grout Stoneway 335898 10000 Slump Entrained Air (ASTM C143) [ (ASTM C231) pater / Cement Ratio: 0.489 [Placement Location and Notes I SET 3 Pile C23, C26 and C27. Sampled at 130 cubic yards of 155 cubic yards placed. 9-1/2" Date Receive' 8-7-03 Design I Mix Proportions: Ingredient Weight (per cu.yd) Fine Aggregate 2,309.0 lbs Water 460.0 lbs Cement --Type I & II 940.0 lbs 100 XR 38.0 Oz Design Strength (ft): 4000 Psi @ 28 days COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 8/5/2003 1 0034 154210 1 8/12/2003 7 ]I 13170 1 2 x 4 4210 L 8/5/2003 r 0034 154211 9/2/2003 28 1 2 x 4 8/5/2003 0034 54212 r9/2/2003 F28 1 2 x 4 8/5/2003 0034 1 54213 1 9/30/2003 1-6-612 x 4 Remark: Inspector(s): Del Spicer Tested by: Neil Bastian [2.0011 3.1Y-1 L_J J Reviewed by: L - Michael S. Dolder, P. Technical Director NOTES: Failure descriptions for samples tested with neoprene pads are not reported. S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7-0 trkvrA!V?771+rif4*, s44'�7+rvy,^.y.Y4:,�K'µ1Rde.ba+h!VrH�r;w..tr: in!,e.a..r�svuwrYit� MAYES TESTING ENGINEERS, INC Project : DHS Regional Headquarters Client: Sabey Corporation Client Address: 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 Contractor: Sabey Construction Project No: E3187 Issued on: 8-13-03 Permit # (s): D03-129 Original: Q Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: 74 °F Weather: Overcast Product: Grout Supplier: Stonewav Ticket Number : 335950 MixDesign ID : 10000 FIELD DATA (ASTM C31 and C172) Design ( Mix Proportions: Ingredient Fine Aggregate Water Cement --Type I & II 100 XR Sample Temp. Slump Entrained Air (ASTM C1064) (ASTM C143) [Entrained C231) 79 ° F 9" To [Water / Cement Ratio: , [Date Receive f 0.489 [Placement Location and Notes j SET 4 Pile B18. Sampled at 153 of 155 cubic yards placed. 8-7-03 Weight (per cu.yd) 2,309.0 lbs 460.0 lbs 940.0 lbs 38.0 Oz [Design Strength (Pc): 1 4000 Psi @ 28 days Date Made Sample # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 8/5/2003 0035 [ 8/5/2003 3 0035 8/5/2003 0035 8/5/2003 0035 Remark: 542141_8/12/2003 7 [-14300 1-9/2/2003 28a 5421619/2/2003 1 28 1L -1 15421719/3012003 56 rix x 4 2x4 2x4 Inspector(s): Del Spicer Tested by: Neil Bastian 2x4 2.001 1 3.13 1 L Reviewed by: 4570 C • • • " Michael S. Do der, P. Technical Director NOTES: Failure descriptions for samples tested with neoprene pads are not reported. S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 MAYES TESTING ENGINEERS, INC Project : DHS Regional Headquarters Client: Sabey Corporation Client Address: 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 Contractor: Sabey Construction Project No: E3187 Issued on: 8-16-03 Permit # (s): D03-129 Original: 0 Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 84°F 78 ° F Clear Grout Stonewav 336614 10000 Slump (ASTM C143) 8-1/2" FIELD DATA (ASTM C31 and C172) Design Mix Proportions: Ingredient Fine Aggregate Water Cement—Type I & II 100 XR Entrained Air (ASTM C231) Water / Cement Ratio: y [Date Receive 8-9-03 0.489 [Placement Location and Notes I SET 3 Pile C37 and B30. Sampled at 110 of 137 cubic yards placed. [Design Strength (fc): Weight (per cu.yd) 2,309.0 lbs 460.0 lbs 940.0 lbs 38.0 Oz 4000 Psi © 28 days Date Made Sample # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 8/7/2003 0042 8/7/2003 0042 8/7/2003 0042 54475 1 8/14/2003 L 7 54476] 9/4/2003 1 28J 54477 9/4/2003 , 28 11020 1 2 x 4 2x4 2 x 4 2.00 3.14 * L_8/7/2003 1 0042 54478 10/2/2003 Remark: 56 Inspector(s): Del Spicer Tested by: Chris Pratt L 1 2 x 4 JL J Reviewed by: * * 1* Michael S. Dolder, P. Technical Director NOTES: Failure descriptions for samples tested with neoprene pads are not reported. S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 MAYES TESTING ENGINEERS, INC .4c v.;..., ",,,rri; . Project : DHS Regional Headquarters Client: Sabey Corporation Client Address: 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 Contractor: Sabey Construction Project No: E3187 Issued on: 8-16-03 Permit # (s): D03-129 Original: EI Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 76°F [Water / Cement Ratio: 0.489 [Placement Location and Notes ; SET 2 Pile C46 and C47. Added 70 gallons water. Sampled at 70 of 137 cubic yards placed. 71 °F Clear Grout Stoneway 336525 10000 Slump (ASTM C143) FIELD DATA (ASTM C31 and C172) Design Mix Proportions: Ingredient Fine Aggregate Water Cement --Type I & II 100 XR Entrained Air (ASTM C231) 9,' Date Receive i 8-9-03 0/0 Weight (per cu.yd) 2,309.0 lbs 460.0 lbs 940.0 lbs 38.0 Oz [Design Strength (Pc): ` 4000 Psi @ 28 days Date Made 8/7/2003 8/7/2003 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Sample # Lab # Date Tested Age (day) Load (lbs) Size (in) 0041 L54471 8/14/2003 r 7 13400 0041 8/7/2003 0041 8/7/2003 Remark: 2x4 54472 1 9/4/2003 28 1 1 2 x 4 54473 9/4/2003 28 0041 1-14474-110/2/2003 56 Inspector(s): Del Spicer Tested by: Chris Pratt 2x4 2x4 Dia (in) Surface Area Strength (psi) Failure Code 2.00 L_J 3.14 Reviewed by: 4270 L L_ CSp Michael S. Dolder, P.E. Technical Director NOTES: Failure descriptions for samples tested with neoprene pads are not reported. S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 MAYES TESTING ENGINEERS, INC Project : DHS Regional Headquarters Client: Sabey Corporation Client Address: 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 Contractor: Sabey Construction Project No: E3187 Issued on: 8-16-03 Permit # (s): D03-129 Original: El Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742,9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 68 ° F Clear Grout Stoneway 336407 10000 76°F Water / Cement Ratio: 0.489 FIELD DATA (ASTM C31 and C172) Design Mix Proportions: Ingredient Fine Aggregate Water Cement—Type I & II 100 XR Slump Entrained Air (ASTM C143) l (ASTM C231) 8-1/2" Date Receive 8-9-03 Weight (per cu.yd) 2,309.0 lbs 460.0 lbs 940.0 lbs 38.0 Oz [Design Strength (fc): 1 4000 Psi @ 28 days [Placement Location and Notes 1 SET 1 Pile D45 and C67. Sampled at 30 of 137 cubic yards placed. 140 gallons water added on site. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 8/7/2003 0040 [54467 8/14/2003 1-7 15350 1 2 x 4 2.00 8/7/2003 0040 L 8/7/2003 L 0040 54468 9/4/2003 28 2x4 54469 9/4/2003 28 1 2x4 8/7/2003 1 0040 54470] 10/2/2003 Remark: 5611 Inspector(s): Del Spicer Tested by: Chris Pratt 2x4 NOTES: Failure descriptions for samples tested with neoprene pads are not reported. ' S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure 1 3.14 J 1 4890 1P 1 _J. 1. l� r �. Reviewed by: Michael S. Dolder, P.E. Technical Director Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7-0 5-'")�ynY.�uis`�k1.':iilE'tiiinj�::a.i➢: '� y'�j"�4:631ati►•:+c?ii�^i.`lii.".':1a1�'r,. d:' v",1,6g2,-..:,:rrw;.-.n,a,,..,v.a�w't.•'+.-reT,r�r...-r .,•:vn:. R,ui.»r:.xrVIT'd4 >,vr1erw.,rIVV,A. .F,ON.A , MAYES TESTING ENGINEERS, INC Project : DHS Regional Headquarters Client: Sabey Corporation Client Address: 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 Contractor: Sabey Construction Project No: E3187 Issued on: 8-15-03 Permit # (s): D03-129 Original: 0 Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: . Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 65 ° F Overcast Grout Stonewav 335977 10000 Slump (ASTM C143) [Entrained Air (ASTM C231) 80°F {Water / Cement Ratio: L 0.489 [Placement Location and Notes I SET 1 Pile C29 and C32. Sampled at 30 of 163 cubic yards. FIELD DATA (ASTM C31 and C172) 8" Date Receive 8-8-03 Design Mix Proportions: Ingredient Fine Aggregate Water Cement --Type I & II 100 X R [Design Strength (ft): Weight (per cu.yd) 2,309.0 lbs 460.0 lbs 940.0 lbs 38.0 Oz 4000 Psi @ 28 days COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (lbs) 8/6/2003 0036 54270 8/13/2003 7 54271-1 9/3/2003 L8/6/2003 0036 542721 9/3/2003 8/6/2003 T- 0036 154273 [10/1/2003 Remark: 8/6/2003 0036 28 28 Size (in) Dia (in) Surface Area Strength (psi) Failure Code 14380 1 2x4 1 2x4 2.00] 3.14 1 P^J 1 J 56 1 2x4 Inspector(s): Del Spicer Tested by: Zenaida Revilla 4580 Reviewed by: CoI Michael S. Dolder, P.E. Technical Director NOTES: Failure descriptions for samples tested with neoprene pads are not reported. S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, CoI = Columnar FC - Field Cure Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Fart+ . r: -r.•«.' «,r, Project : DHS Regional Headquarters Client: Sabey Corporation Client Address: 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 Contractor: Sabey Construction Project No: E3187 Issued on: 8-15-03 Permit # (s): D03-129 Original: Ej Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 pit 425.742.9360 fax 425,745.1737 FIELD DATA (ASTM C31 and C172) Air Temperature: 71 °F Weather: Overcast Product: Grout Supplier: Stoneway Ticket Number : 336104 MixDesign ID : 10000 Sample Temp. Slump Air (ASTM C1064) [(ASTM C143) [Entrained (ASTM C231) 80°F 8" 'Water / Cement Ratio: [Date Receive I 0.489 8-8-03 Design Mix Proportions: Ingredient Weight (per cu.yd) Fine Aggregate 2,309.0 lbs Water 460.0 lbs Cement --Type I & II 940.0 lbs [Design Strength (Pc): 4000 Psi @ 28 days [Placement Location and Notes SET 2 Pile D43 and D42. Sampled at 80 of 163 cubic yards placed. Date Made COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Sample # Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 0037 154274(8/13/2003 7 15550 2 x 4 , 2.00 8/6/2003 8/6/2003 0037 54275 9/3/2003 28 1 2x4 8/6/2003 0037 54276 9/3/2003 [_8/6/2003 J 0037 Remark: 54277110/1/2003 28 56 Inspector(s): Del Spicer Tested by: Zenaida Revilia 2x4 2x4 3.14 Reviewed by: 4950 • L 1• Michael S. Dolder, P.E. Technical Director NOTES: Failure descriptions for samples tested with neoprene pads are not reported. S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project : DHS Regional Headquarters Client: Sabey Corporation Client Address: 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 Contractor: Sabey Construction Project No: E3187 Issued on: 8-15-03 Permit # (s): D03-129 Original: d❑ Revised: ❑ Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 84°F 78 °F Clearing Grout Stonewav 336331 10000 FIELD DATA (ASTM C31 and C172) Design Mix Proportions: Slump Air (ASTM C143) [Entrained (ASTM C231) 8-1/2" [Water / Cement Ratio: 0.489 Date Receive 8-8-03 [Placement Location and Notes Ingredient Fine Aggregate Water Cement --Type I & II 100 XR [Design Strength (t'c): SET 4 Pile B26, B23. Sampled at 160 cubic yards of 163 cubic yards placed. Weight (per cu.yd) 2,309.0 lbs 460.0 lbs 940.0 lbs 38.0 Oz 4000 Psi @ 28 days COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 8/6/2003 0039 8/6/2003 8/6/2003 54282 8/13/2003 L 7 11690 2x4 2.00 0039 [54283 9/3/2003 0039 28 54284 9/3/2003 L28 2x4 2x4 8/6/2003 1 0039 54285-110/1/2003 56 Remark: Inspector(s): Del Spicer Tested by: Zenaida Revilla 3.14 r 3720 1 [ " 1 2x4 Reviewed by: * Michael S. Dolder, P.E. Technical Director NOTES: Failure descriptions for samples tested with neoprene pads are not reported. • S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 1+ . a'KFact{Ys a Ambrr'R'.'s 7r,,,veritwnrwvxwokerycvMaJtaxh✓vu�:Y !r,SRN.WJ.L k'Ar#111, .��wr MAYES TESTING ENGINEERS, INC Project : DHS Regional Headquarters Client: Sabey Corporation Client Address: 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 Contractor: Sabey Construction Project No: E3187 Issued on: 8-18-03 Permit # (s): D03-129 Original: Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: 74 °F Weather: Overcast Product: Grout Supplier: Stoneway Ticket Number : 336814 MixDesign ID : 10000 FIELD DATA (ASTM C31 and C172) Design Mix Proportions: Ingredient Weight (per cu.yd) Fine Aggregate 2,309.0 lbs Water 460.0 lbs Cement—Type I & II 940.0 lbs 100XR 38.0 Oz lSample Temp. Slump Entrained Air (ASTM C1064) (ASTM C143) (ASTM C231) 78°F 7-1/2" [Water / Cement Ratio: 0.489 Date Receive 1 8-10-03 Placement Location and Notes SET 1 Pile D11.9. Sampled at 25 of 30 cubic yards placed. [Design Strength (rc): 4000 psi @ 28 days COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 8/8/2003 0043 54518/15/2003 7 14570 2 x 4 1.99 3.111 8/8/2003 0043 54520 9/5/2003 28 8/8/20037 0043 54521 9/5/2003 28 8/8/2003 l 0043 154522 50/3/2003 56-1 Remark: Inspector(s): Del Spicer Tested by: Zenaida Revilla 2x4 2x4 1 2x4 Reviewed by: 4680 J S 4 PIA Michael S. Dolder, P. Technical Director NOTES: Failure descriptions for samples tested with neoprene pads are not reported. S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 MAYES TESTING ENGINEERS, INC Project : DHS Regional Headquarters Client: Sabey Corporation Client Address: 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 Contractor: Sabey Construction Project No: E3187 Issued on: 8-18-03 Permit # (s): D03-129 Original: Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : [Sample Temp. (ASTM C1064) 82°F 74 ° F Clearing Grout Stoneway 336206 10000 /Slump (ASTM C143) 8" FIELD DATA (ASTM C31 and C172) Design Mix Proportions: Ingredient Fine Aggregate Water Cement --Type 1 & II 100 XR Entrained Air (ASTM C231) [Water / Cement Ratio: i ;Date Receive 8-8-03 0.489 Weight (per cu.yd) 2,309.0 lbs 460.0 lbs 940.0 lbs 38.0 Oz 'Design Strength (t'c): 4000 Psi @ Z8 days Placement Location and Notes 1 SET 3 Pile C45 and C44. Sampled at 120 of 163 cubic yards placed. Date Made Sample # 8/6/2003 L 0038 8/6/2003 8/6/2003 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 154278) 8/13/2003 7 16030 2 x 4 0038 54279] 9/3/2003 28 0038 54280 9/3/2003 28 L8/6/2003 L 0038 54281 Remark: 10/1/2003 56J 2x4 2x4 Inspector(s): Del Spicer Tested by: Zenaida Revilla 2x4 2.00 3.14 Reviewed by: J I L 5100 I Michael S. Dolder, P.E. Technical Director NOTES: Failure descriptions for samples tested with neoprene pads are not reported. S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure • Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 k�w ,;.. lt�S!ardei•R'�t�;rr.C'yr8snn:.;r..�yr,.,an:n*:�t•,r..v«, •,•,3s; crrca«�..iuy�n,i 5 w, KJ M'Nnt{'!.4'.1; M%l +;+Yv.T4.1.'.'M�}VAiAliH bfi✓CNN.'i� W I «eFf MAYES TESTING ENGINEERS, INC n r E;t3'C• NA Project : DHS Regional Headquarters Client: Sabey Corporation Client Address: 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 Contractor: Sabey Construction Project No: E3187 Issued on: 8-19-03 Permit # (s): D03-129 Original: d❑ Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 76 ° F Clear Grout Stonewav 337552 10000 Sample Temp. Slump (ASTM C1064) [(ASTM C143) 82°F 9 FIELD DATA (ASTM C31 and C172) Design I Mix Proportions: Ingredient Fine Aggregate Water Cement --Type I & II WRA 100XR Entrained Air (ASTM C231) [Water / Cement Ratio: ! Date Receive 0.489 8-13-03 Weight (per cu.yd) 2,309.0 lbs 460.0 lbs 940.0 lbs 37.6 Oz [Design Strength (t'c): 4000 psi @ 28 days [Placement Location and Notes i Set 4: NC pile A26. Sampled at 152 yds of 155 yds placed. Water added onsite = 15 gals. Date Made COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Sample # Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 8/11 /2003 0046 154670 7 14110 2 x 4 )(2.001 Remark: 8/18/2003 8/11/2003 3.14 1 r 4490 0 1 1 9/ 1[ 2 x 4 1 2 x 4 L 8/11 /200 0046 54672 9/8/2003 28 L8/11 /2003 0046046 15467354671 10/8/20036/2003 28 56 L 2x4 C Inspector(s): Tested by: Chris Pratt Reviewed by: JL JI 1F Michael S. Dolder, P. Technical Director NOTES: Failure descriptions for samples tested with neoprene pads are not reported. S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. A1TE Form #150, Rev 3. 7.0 iskYA`;„;.'53;J i?a�f/Ct1�'Si S:�'�h!KA,1ICit!i4.Y>•".+fy�. 'Yf WK+.TlwrgµV%zw+Yv+rvM Nal MAYES TESTING ENGINEERS, INC .t Project : DHS Regional Headquarters Client: Sabey Corporation Client Address: 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 Contractor: Sabey Construction Project No: E3187 Issued on: 8-19-03 Permit # (s): D03-129 Original: d❑ Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 77 ° F Clear Grout Stoneway 337447 10000 82°F [Water / Cement Ratio: 0.489 FIELD DATA (ASTM C31 and C172) Design I Mix Proportions: Ingredient Fine Aggregate Water Cement --Type 18. II WRA 100XR Slump Entrained Air (ASTM C143) (ASTM C231) 8.5 ok J[Date Receive 8-13-03 Weight (per cu.yd) 2,309.0 lbs 460.0 lbs 940.0 lbs 37.6 Oz [Design Strength (Pc): 4000 psi @ 28 days [Placement Location and Notes 1 Set 3: NC pile A16, A19. Sampled at 130 yds of 155 yds placed. Water added onsite = 15 gals. Date Made COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Sample # Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 8/11/2003 0045 _15466618/18/2003 7 1 14770 1 2 x 4 L8/11/2003 0045 154667 9/8/2003] 28 r 1 2 x 4 1__§/11/2003 0045 54668 9/8/2003 28 1 1 2 x 4 8/11/2003 0045 54669 1 10/6/2003 L56 2 x 4 Remark: Inspector(s): Del Spicer Tested by: Chris Pratt [ 2.00 1 1— 3.14 1 L4700-1 LI 1 Reviewed by: f I• Michael S. Dolder, P.E. Technical Director NOTES: Failure descriptions for samples tested with neoprene pads are not reported. S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Information in this report applies only 10 the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc MTE Form #150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project : DHS Regional Headquarters Client: Sabey Corporation Client Address: 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 Contractor: Sabey Construction Project No: E3187 Issued on: 8-19-03 Permit # (s): D03-129 Original: ❑Q Revised: ❑ Everett Office 917 - 1341h Street SW Suite A-1 Everett, WA 98204 ph 425.742,9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 74 ° F Clear Grout Stoneway 337345 10000 Slump 1(ASTM C143) 8 ;Date Receive 8-13-03 78°F [Water / Cement Ratio: 0.489 FIELD DATA (ASTM C31 and C172) Design Mix Proportions: Ingredient Fine Aggregate Water Cement --Type 1 & 11 WRA 100XR Entrained Air (ASTM C231) [Placement Location and Notes I Set 2: NC pile P4, P18, P11. Sampled at 70 yds of 155 yds placd. Water added onsite = 60 gals. Ok Weight (per cu.yd) 2,309.0 lbs 460.0 lbs 940.0 lbs 37.6 Oz [Design Strength (fc): i 4000psi @ 28 days 1 Date Made Sample # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (lbs) 8/11/2003 0044 54662 18/18/2003 L7 16790 0044 I- 8/11/2003 54663 9/8/2003 28 1 F8/11/2003 0044 54664 F9/8/2003 1 28 18/11 /2003 Remark: 0044 54665 10/6/2003 1 56 Inspector(s): Del Spicer Tested by: Chris Pratt Size (in) 2x4 2x4 Dia (in) Surface Area Strength (psi) Failure Code 12.00 3.14 j [ 5340 2 x 411_ P -J L _J [ 12xa i l L Reviewed by: • Michael S. Dolder, P.E. Technical Director NOTES: Failure descriptions for samples tested with neoprene pads are not reported. S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7-0 MAYES TESTING ENGINEERS, INC Project : DHS Regional Headquarters Client: Sabey Corporation Client Address: 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 Contractor: Sabey Construction Project No: E3187 Issued on: 8-19-03 Permit # (s): D03-129 Original: Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. I (ASTM C1064) 73° F [Water / Cement Ratio: ' rDate Receive 8-13-03 64 ° F Clear Grout Stoneway 337244 10000 Slump (ASTM C143) 8.5 FIELD DATA (ASTM C31 and C172) Design 1 Mix Proportions: Ingredient Fine Aggregate Water Cement --Type I & II WRA 100XR Entrained Air (ASTM C231) 0.489 Ok Weight (per cu.yd) 2,309.0 lbs 460.0 lbs 940.0 lbs 37.6 Oz [Design Strength (t'c): 4000 Psi @ 28 days {Placement Location and Notes 1 Set 1: NC Pile P15, P16, P8. Sampled @ 30 yds of 155 yds placed. Water added on site = 40 gals. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area 8/11/2003 0043 154658 1 8/18/2003 7 12940 2 x 4 1-2.00J L 3.14 1 8/11/2003 0043 [54659 1 9/8/2003 1 28J1- 1 2 x 4 11 8/11/2003 0043 54660 [9/8/2003 28-1 2 x 4 8/11/20031 0043 154661 10/6/2003 561P 1 2 x 4 Remark: Inspector(s): Del Spicer Tested by: Chris Pratt Reviewed by: Strength (psi) Failure Code L4120 P J L L___1 • Michael S. Dolder, P.E. Technical Director NOTES: Failure descriptions for samples tested with neoprene pads are not reported. ' S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. LITE Form a150, Rev 3. 7.0 4 MAYES TESTING ENGINEERS, INC Project : DHS Regional Headquarters Client: Sabey Corporation Client Address: 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 Contractor: Sabey Construction Project No: E3187 Issued on: 8-20-03 Permit # (s): D03-129 Original: d❑ Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 78 ° F Clear Grout Stonewav 337827 10000 FIELD DATA (ASTM C31 and C172) Design Mix Proportions: Ingredient Fine Aggregate Water Cement --Type I & II WRA 100XR Sample Temp. Slump Entrained Air (ASTM C1064) [(ASTM C143) [ (ASTM C231) 82°F 9 f Water / Cement Ratio: ' [Date Receive L 8-14-03 0.489 [Placement Location and Notes j Set 3: NC pile P21, P28, P21A. Sampled at 120 yds of 135 yds placed. Water added on site = 100 gals. [Design Strength (Pc): Weight (per cu.yd) 2,309.0 lbs 460.0 lbs 940.0 lbs 37.6 Oz 4000 Psi @ 28 days Date Made 1- 8/12/2003 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Sample # Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 0049 54682 L8/19/2003 1 7 J 12740 2 x 4 L1,9_9_1 3.11 1 4100 [ cS 1 • J 8/12/2003 0049 546831 9/9/2003 1 281L 8/12/2003 0049 54684 9/9/2003 28 L 8/12/2003 L 0049 1_54685110/7/2003 r 56 Remark: 1 2 x 4-1F-1 [ J Inspector(s): Del Spicer Tested by: Chris Pratt 2x4 , 2x4 NOTES: Failure descriptions for samples tested with neoprene pads are not reported. S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Reviewed by: 1 • Michael S. Dolder, P.E. Technical Director Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form 5150. Rev 3. 7.0 )..CoP t'k MAYES TESTING ENGINEERS, INC Project : DHS Regional Headquarters Client: Sabey Corporation Client Address: 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 Contractor: Sabey Construction Project No: E3187 Issued on: 8-20-03 Permit # (s): D03-129 Original: Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742,9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 73 ° F Clear Grout Stoneway 337657 10000 Slump (ASTM C143) FIELD DATA (ASTM C31 and C172) Design Mix Proportions: Entrained Air (ASTM C231) 80 ° F 8.5 [Water / Cement Ratio: i [Date Receive 8-14-03 0.489 0/0 Ingredient Fine Aggregate Water Cement --Type I & II WRA 100XR Weight (per cu.yd) 2,309.0 lbs 460.0 lbs 940.0 lbs 37.6 Oz [Design Strength (f'c): 4000 psi @ 28 days [Placement Location and Notes 1 Set 2: NC pile P38, P31, P24. Sampled at 70 yds of 135 yds placed. Water added on site = 75 gals. Date Made COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Sample # Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 8/12/20031 0048 54678 18/19/2003 1 7 7 14420 r 2 x 4 } 1.99] 3.11 8/12/2003 0048 x54679 9/9/2003 1281r 1 2 x 4 8/12/2003 0048 54680 9/9/2003 1 28J -1 2 x 4 8/12/2003 0048 Remark: 54681 110/7/2003 ] 56 7[ 12 x 4 Inspector(s): Del Spicer Tested by: Chris Pratt 4640 L s 1 ' 1 r f 1 r__ J Reviewed by: Michael S. Dolder, P.E. Technical Director NOTES: Failure descriptions for samples tested with neoprene pads are not reported. S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Foim #150. Rev 3, 7.0 MAYES TESTING ENGINEERS, INC Project : DHS Regional Headquarters Client: Sabey Corporation Client Address: 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 Contractor: Sabey Construction Project No: E3187 Issued on: 8-20-03 Permit # (s): D03-129 Original: ❑d Revised: ❑ Everett Office 917- 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 65 ° F Clear Grout Stonewav 337599 10000 FIELD DATA (ASTM C31 and C172) Design Mix Proportions: Ingredient Fine Aggregate Water Cement --Type I & II WRA 100XR Sample Temp. Slump Entrained Air (ASTM C1064) (ASTM C143) (ASTM C231) 77°F 8 (Water / Cement Ratio: ' Date Receive 8-14-03 0.489 0/0 Weight (per cu.yd) 2,309.0 lbs 460.0 lbs 940.0 lbs 37.6 Oz 'Design Strength (Pc): j 4000 Psi @ 28 days [Placement Location and Notes Set 1: NC pile 26, P33, P25. Sampled at 30 yds of 135 yds placed. Water added on site = 55 gals. Date Made Sample # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) 8/12/2003 0047 L546741 8/19/2001 7 r 8/12/2003 1 0047 8/12/2003 8/12/2003 17080 2x4 ]L.99 3.11 54675 9/9/2003 1 281 0047 54676 L9/9/2003 28 J 2x4 ] 1 -11 2 x 4 L IF J 0047 Remark: 54677 1 10/7/2003 156—] Inspector(s): Del Spicer Tested by: Chris Pratt 2x4 Reviewed by: 549Q j 1 Failure Code s 1. r 1* r Michael S. Dolder, P.E. Technical Director NOTES: Failure descriptions for samples tested with neoprene pads are not reported. * S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #t50, Rev 3, 7.0 MAYES TESTING ENGINEERS, INC %riViti Project : DHS Regional Headquarters Client: Sabey Corporation Client Address: 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 Contractor: Sabey Construction Project No: E3187 Issued on: 8-20-03 Permit # (s): D03-129 Original: 0 Revised: ❑ Everett Office 917.134th Street SW Suite A.1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) FIELD DATA (ASTM C31 and C172) 88 °F Clear Grout Stonewav 331886 10000 [Slump Entrained Air (ASTM C143) [ (ASTM C231) 80°F [Water / Cement Ratio: 11" [Date Receive -1 0.489 7-24-03 0/0 Design 1 Mix Proportions: Ingredient Fine Aggregate Water Cement --Type I & II 100 XR Weight (per cu.yd) 2,309.0 lbs 460.0 lbs 940.0 lbs 38.0 Oz [Design Strength (to): 4000 Psi @ 28 days [Placement Location and Notes 1 SET 3 Pile F10, E27. Sampled at 120 cubic yard of 123 cubic yards placed. COMPRESSION TEST RESULTS (ASTM C39, 01231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 7/22/2003 [ 0004 153272 1 7/29/2003 1 7 11 19330 2 x 4 [ 1.9 Fiji -272003 1 0004 153273 1 8/19/2003 1 281 24510 1 2 x 4 1.99 7/22/2003 1 0004 L5327418/19/2003 1 28 22440 1 2 x 4 1 3.11 1 1 7/22/2003 1 0004 _ 1532751 8/19/2003 1 281 24360 1 2 x 4 L1.99 1 3.11 Remark: 3.11 3.11 —1 Inspector(s): Del Spicer Tested by: Chris Pratt 1.99 Reviewed by: [ 6210 1 7880-1 7216-1 1_783_0j L CSp CSp cs—p�l R Michael S. Dolder, P.E. Technical Director NOTES: Failure descriptions for samples tested with neoprene pads are not reported. S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3. 7.0 MAYES TESTING ENGINEERS, INC Project : DHS Regional Headquarters Client: Sabey Corporation Client Address: 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 Contractor: Sabey Construction Project No: E3187 Issued on: 8-20-03 Permit # (s): D03-129 Original: 0 Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9380 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 78 ° Clear Grout Stoneway 331750 10000 FIELD DATA (ASTM C31 and C172) Design I Mix Proportions: Ingredient Weight (per cu.yd) Fine Aggregate 2,309.0 lbs Water 460.0 lbs Cement --Type 1 & II 940.0 lbs 100 XR 38.0 Oz Slump Entrained Air (ASTM C143) (ASTM C231) 84°F 10" Water / Cement Ratio: }, [Date Receive 7-24-03 0.489 [Placement Location and Notes 1 SET 2 Pile E53, F13. Sampled at 70 cubic yards of 123 cubic yards placed. 0/0 Design Strength (Pc): 4000 psi @ 28 days Date Made Sample # 1//22/2003 L 0003 [-7/22/2003 [ 0003 [7/22/2003 [ 0003 r— COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code [5326/31 7/29/2003 1 7-1 15520-1 2 x 4 111.99 153269 1 8/19/2003 1 28 11 21620 1 2 x 4-1 [53270 1 8/19/2003 L 28�L 21370 � 2 x 41r1.99 1 7/22/2003 j 0003 153271 1 8/19/2003 1 28 j[ 20870 1 2 x 4 _11799 1 3.11_1 X6710 1 1.99 1 3.11 (-4990 [ 7 * 1 3.11 [ 6950-1 1 c1 3.11 J 1 6870 1 CSp CSp Remark: Inspector(s): Del Spicer Tested by: Chris Pratt NOTES: Failure descriptions for samples tested with neoprene pads are not reported. S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Reviewed by: r Michael S. Dolder, P.E. Technical Director Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 .•J t11 MAYES TESTING ENGINEERS, INC Project : DHS Regional Headquarters Client: Sabey Corporation Client Address: 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 Contractor: Sabey Construction Project No: E3187 Issued on: 8-20-03 Permit # (s): D03-129 Original: ❑d Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 80°F 75 °F Clear Grout Stonewav 331664 10000 Slump Entrained Air (ASTM C143) ( (ASTM C231) 10" FIELD DATA (ASTM C31 and C172) Design I Mix Proportions: Ingredient Weight (per cu.yd) Fine Aggregate 2,309.0 lbs Water 460.0 lbs Cement --Type 1 & II 940.0 lbs 100 XR 38.0 Oz [Water / Cement Ratio: [Date Receive 0.489 7-23-03 [Design Strength (tic): [Placement Location and Notes j SET 1 Pile E62, E34. Sampled at 30 cubic yards of 123 cubic yards placed. 4000 Psi @ 28 days COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (lbs) Size (in) F/22/2003 L 0002 153264 1 7/29/2003] 7 1 16310 1 2 x 4 1.99 r 3.11 7/22/2003 1 0002 J 53265 1 8/19/2003 1 28 I 19210 r 2 x 4 1.99 3.11 C/22/2003 [ 0002 L53266 [ 8/19/20031 2--/-31____20130-1 2 x 4 111-.6-6-1 I 3.11 1 7/22/2003 i 0002 153267 1 8/19/2003 28 1L 22570 J 2 x 4 1.99 L 3.11 Remark: Dia (in) Surface Area Strength (psi) Failure Code Inspector(s): Del Spicer Tested by: Chris Pratt NOTES: Failure descriptions for samples tested with neoprene pads are not reported. * S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure [52401 [----� 6180 J L CSp * 64701 1 s 7260 l l.. S1 * * Reviewed by: Michael S. Dolder, P.E. Technical Director Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 •.. ar�:�i$'•YS.;t'r.`-,W t.'"5�S755F,:41, alae MAYES TESTING ENGINEERS, INC Project : DHS Regional Headquarters Client: Sabey Corporation Client Address: 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 Contractor: Sabey Construction i1Ke'G�r`:h:,�.ilr4 lli'f+iiiR .• r. Project No: E3187 Issued on: 8-21-03 Permit # (s): D03-129 Original: El Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 68 ° F Clear Grout Stoneway 337881 10000 74°F [Water / Cement Ratio: FIELD DATA (ASTM C31 and C172) Slump (ASTM C143) (ASTM C231) Ilntrained Air 9,, Date Receive 0.489 8-15-03 [Placement Location and Notes SET 1 Pile 27A and A27. Sampled at 30 cubic yards 90 cubic yards placed. Ok Design I Mix Proportions: Ingredient Weight (per cu.yd) Fine Aggregate 2,309.0 lbs Water 460.0 lbs Cement --Type I & II 940.0 lbs 100XR 38.0 Oz [Design Strength (t'c): j 4000 psi @ 28 days Date Made 8/13/2003 1 8/13/2003 I 8/13/2003 1 8/13/2003 I Remark: COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Sample # Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 0051 j 54827 18/20/2003 [-7 12570 1 2 x 4 0051 154828 9/10/2003 1 28 1 2 x 4 0051 r548291 9/10/2003 1 281L 1 2 x 4 1 0051 54830 10/8/2003] 56 J[— 2 x 4 1 1 2.00 L 3.14 Inspector(s): Del Spicer Tested by: Chris Pratt Reviewed by: 4000 r 1• • • Michael S. Dolder, P.E. Technical Director NOTES: Failure descriptions for samples tested with neoprene pads are not reported. * S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 -,•.'f�i0:,'!%F,Njl�fllkSM%.Ni:�,Idf:kJR'Y;r:Ie N.W'+NYXA[fi MAYES TESTING ENGINEERS, INC Project : DHS Regional Headquarters Client: Sabey Corporation Client Address: 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 Contractor: Sabey Construction Project No: E3187 Issued on: 8-21-03 Permit # (s): D03-129 Original: d❑ Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 82 ° F 78 ° F Clear Grout Stoneway 338117 10000 Slump (ASTM C143) Water / Cement Ratio: 0.489 FIELD DATA (ASTM C31 and C172) Design ( Mix Proportions: Ingredient Weight (per cu.yd) Fine Aggregate 2,309.0 lbs Water 460.0 lbs Cement --Type 1 & 11 940.0 lbs ) 00 XR 38.0 Oz EntSaineMA (AC 8" [Date Receive II 8-14-03 [Design Strength (Pc): [Placement Location and Notes' SET 2 Pile BR5 and BR12. Sampled at 70 of 90 cubic yards placed. 4000 Psi @ 28 days COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code [ 8/13/200-3-1 0052 154831 1 8/20/2003 1 7 1 15220 ] 2 x 4 1[2.001 L 3.14 _1 4840 [8/13/2003 1 0052 54832 1 9/10/2003 28 Jr 1 2 x 4 1 [ 8/13/2003 1 0052 154833 1 9/10/2003 1 28 [ 1 2 x 4-1 [8/13/20031 0052 L54834110/8/2003 56 1 2 x 4 Remark: Inspector(s): Del Spicer Tested by: Chris Pratt Reviewed by: J Michael S. Dolder, P.E. Technical Director NOTES: Failure descriptions for samples tested with neoprene pads are not reported. S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 4441414 MAYES TESTING, ENGINEERS, INC Project : DHS Regional Headquarters Client: Sabey Corporation Client Address: 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 Contractor: Sabey Construction Project No: E3187 Issued on: 8-21-03 Permit # (s): D03-129 Original: d❑ Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: 66 ° F Weather: Clear Product: Grout Supplier: Stoneway Ticket Number : 331988 MixDesign ID : 10000 FIELD DATA (ASTM C31 and 0172) Design I Mix Proportions: Ingredient Weight (per cu.yd) Fine Aggregate 2,309.0 lbs Water 460.0 lbs Cement --Type 18, H I 940.0 lbs 100 XR 38.0 Oz Sample Temp. Slump Entrained Air (ASTM C1064) /(ASTM C143) (ASTM C231) 78 ° F 10" {Water/ Cement Ratio: I (Date Receive 0.489 7-25-03 [Design Strength (Pc): 4000 Psi @ 28 days Placement Location and Notes j SET 1 Pile F09, E22. Sampled at 30 cubic yards of 161 cubic yards placed. 20 gallons water added on site. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code [7/23/2003 F 0005 5341217/30/2003 1 7—][20270 2 x 4 112.00 L 3.14 1 16450 1 s i [7/23/2003 0005 15341318/20/2003 1 281 23140 2 x 4 2.00 L 3.141 7370 Col [7/23/2003 0005 [53414 8/20/2003 28 24740 1 2 x 4 J 2.00 3.14-1 L7870 c * 17/23/2003 1 0005 L53415 8/20/2003 1 281 24140 1 2 x 4 12.001 1 3.14 76801 * Remark: Inspector(s): Del Spicer Tested by: Chris Pratt Reviewed by: Michael S. Dolder, P.E. Technical Director NOTES: Failure descriptions for samples tested with neoprene pads are not reported. S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. UTE Form #150, Rev 3, 7.0 f1e6gt.:j2dfvr+tl,+x;StY?ms rYS;a:df'KaK'�•i9r rr, MAYES TESTING ENGINEERS, INC Project : DHS Regional Headquarters Client: Sabey Corporation Client Address: 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 Contractor: Sabey Construction Project No: E3187 Issued on: 8-21-03 Permit # (s): D03-129 Original: d❑ Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM 01064) 85° F 70 °F Clear Grout Stoneway 332039 10000 FIELD DATA (ASTM C31 and C172) Design I Mix Proportions: Ingredient Fine Aggregate Water Cement --Type 1 & 11 100 XR Slump Air 1 (ASTM C143) rEntrained (ASTM C231) 9-1/2" Watcr / Cement Ratio: - Pate Receive' 0.489 7-25-03 Weight (per cu.yd) 2,309.0 lbs 460.0 lbs 940.0 lbs 38.0 Oz [Design Strength (fc ): 4000 Psi @ 28 days [Placement Location and Notes 1 SET 2 Pile E15, F07. Sampled at 70 cubic yards of 161 cubic yards placed. 70 gallons water added on site. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code [ 7/23/2003 L 0006 [ 53416 1 7/30/200) 77 12810 J 2 x 4 2.00 3.14 [ 40807 [ 7/23/2003 L 0006 1534171-8/20/200-31 2-C3T172-970-1 2 x 4 [ 2.001 3.14 F 5500 [_ 7/23/2003 1 0006 L53418 18/20/2003 28 17300 1 2 x 4 [ 7/23/20037. 0006 [53419 L8/20/2003 1 28 L 17190 1 2 x 4 Remark: Inspector(s): Del Spicer Tested by: Chris Pratt 2.00 r2.00 L 3.14 _, [ 3.14 1 1 5470 1 5510 Reviewed by: S " Michael S. Dolder, P.E. Technical Director NOTES: Failure descriptions for samples tested with neoprene pads are not reported. S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 b, 40.114`nti„ga.ld.—��„3atr2t'1�s,�u4.144r'Y4 e' {*00#0.9 .VEV . ASS' MAYES TESTING ENGINEERS, INC Project : DHS Regional Headquarters Client: Sabey Corporation Client Address: 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 Contractor: Sabey Construction Project No: E3187 Issued on: 8-21-03 Permit # (s): D03-129 Original: d❑ Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 80°F 76 ° F Clear Grout Stoneway 332130 10000 Slump (ASTM C143) 9-1/2" FIELD DATA (ASTM C31 and C172) Design Mix Proportions: Ingredient Fine Aggregate Water Cement --Type 1 & 11 100 XR Entrained Air (ASTM C231) [Water / Cement Ratio: ' [Date Receive; 0.489 7-25-03 0/0 Weight (per cu.yd) 2,309.0 lbs 460.0 lbs 940.0 lbs 38.0 Oz [Design Strength (t'c): 4000 Psi @ 28 days [Placement Location and Notes j SET 3 Pile E07, E45. Sampled at 130 cubic yards of 161 cubic yards placed. 50 gallons water added on site. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code � 7/23/2003 [ 0007 15342017/30/20031 7 1-16790 1 2 x 4 112.00] L 3.14 J 5340J 1 7/23/2003 0007 153421 18/20/2003 28 I 21820 2 x 4 2.00 F3.14 ] 6950 L7/23/2003 1 0007 15342218/20/2003 1 28 1 21250 1 2 x 4 [ 2.00-1r-3.14 ( 6760 L7/23/2003 J_ 0007 J53423] 8/20/2003 L28 1[21560 2 x 4 Remark: Inspector(s): Del Spicer Tested by: Chris Pratt 2.00 3.14 Reviewed by: 6860 Col J * R Michael S. Dolder, P.E. Technical Director NOTES: Failure descriptions for samples tested with neoprene pads are not reported. ' S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 MAYES TESTING ENGINEERS, INC Project : DHS Regional Headquarters Client: Sabey Corporation Client Address: 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 Contractor: Sa bey Construction Project No: E3187 Issued on: 8-21-03 Permit # (s): D03-129 Original: 0 Revised: ❑ Everett Office 917. 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: 84 ° F Clear Grout Stoneway Ticket Number : 332177 MixDesign ID : 10000 FIELD DATA (ASTM C31 and C172) Design I Mix Proportions: Ingredient Fine Aggregate Water Cement --Type I & II 100 XR Sample Temp. Slump Entrained Air (ASTM C1064) [(ASTM C143) ( (ASTM C231) 82°F 11" 'Water / Cement Ratio: ib -ate Receive 7-25-03 0.489 [Placement Location and Notes-' Pile E58. Sampled at 155 cubic yards of 161 cubic yards placed. 150 gallons water added on site, 151 gallons allowed. OA [Design Strength (fc): Weight (per cu.yd) 2,309.0 lbs 460.0 lbs 940.0 lbs 38.0 Oz 4000 Psi @ 28 days COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (lbs) Size (in) 07/23/2003 ..1 0008 153424 1 7/30/2003 1 7[ 11680 L 2 x 4 [7/23/20031 0008 53425 [ 8/20/2003 1 28 IL 16890 L2 x 4 r7/23/20031 000853426 [8/20/2003 28 1[-16260 1 2 x 4 [7/23/2003 1 0008 153427 18/20/2003 1 2C1 18020 2 x 4 Remark: Inspector(s): Del Spicer Tested by: Chris Pratt Dia (in) Surface Area (200 2.00 2.00 3.14 J 3.14 1 3.14 2.001 1 3.14 1 Reviewed by: Strength (psi) Failure Code 37201 I c If• [ 5380 r [5180 L 574(51 f Michael S. Dolder, P.E. Technical Director NOTES: Failure descriptions for samples tested with neoprene pads are not reported. S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 MAYES TESTING ENGINEERS, INC. ESSERCENERMITZEMMANZILlAralAZ MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 24 Date: Weather: Inspection: E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 9/02/03 Clear R/S Ec `•� SET' 1 5 2003 €SEP ARTME 11T Everett Office 917.134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Conducted preliminary re -steel inspection at PC19 (9/C -D); PC23 (4/C -D); PC46 (5.5 -7/C -D); PC2s at B/2, C/2, D/2; PC4s at B/3, C/3, D/3, B/4 and B/5. Inspection conducted per approved plans and specifications. Issued punch list of items to Sabey Corporation that require correction prior to concrete placement. Re -steel placement at PC23 and PC46 is incomplete at time of inspection; work is ongoing. Preliminary inspection Date: Weather: Inspection: 9/02/03 Clear R/S, R/C INSPECTOR: Del Spicer Conducted final inspection and correction of punch list items at PC19 (9/C -D); PC2s at 6/2, C/2, D/2; PC4s at B/3, C/3, D/3, B/4 and B/5. Re -steel placement complies with approved plans and available specifications. No exceptions noted. Witnessed placement of, tested, sampled and cast two sets of (4) 4x8" test cylinders of Stoneway mix #4356. Mix was placed via pump methods into pile cap locations as described above and mechanically consolidated as specified. A total of 196 cubic yards was placed this date. Field test results as follows: Set #1, ambient air temperature 65°F, sample temperature 76°F, 4" slump; Set #2, ambient air temperature 72°F, sample temperature 78°F, 5-1/4" slump. No exceptions noted. Permanent power has been connected to lab and subsequent field testing/curing to begin. To the best of our knowledge, items in pected this date are in accordance with approved plans and specifications. REVIEWED BY: Iusha, P.E. INSPECTOR: Del Spicer cc: Bldg Dept -City of Tukwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. to. +..StvaCA'JLa'• '(ev.asvv.lyvv- MAYES TESTING ENGINEERS, INC. Punchlist Date: *03 Ins!): t E� - Eiev.:_Evolo4-7roh) Location: Ac se. PC's C � Am,-- -4/43jSki ` l�l� • # Description Resolution Pc 161 - t T- mock , 4I T t1 - ' c- 4 & i44 &11 C-1-6.___11_95 o Au� P4tsc•Aix 40 021s 4,1m y FAc�. edizsr ma &vT rt SI 06— see, 4(c tt7 IV IA) , PILE- 1/Ve-g:n S (cue; l i'4l L Ou i F P✓ . ' 6c_4@ 5/3 -- /J Pu___E-,- DEE-O_S 2„ Pe-cE:Teak) CC.eA-03 1 S 0 F-- PILE -7_3 3 CLE 0 3/ e .3/c7 3/D -- Cc- .�q-o) 1?3 Ps of A c.� i 4 PC -9,_E_____413=. ti-- P, Ai s 2`Pii ` - 4 -- cL h PS 6 r P, L. Pc_2? — i - I0c0.ipce7 Pc 4 -- i2651 -z- !,i ceA4/tP : �_; StP - `4 2003 917 -134th St. S.W., Suite A-1 • Everett, WA 98204 • (425) 742-9360 • FAX (425) 745-1737 irr MAYES TESTING ENGINEERS, INC Project : DHS Regional Headquarters Client: Sabey Corporation Client Address: 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 Contractor: Sabey Construction Project No: E3187 Issued on: 9-4-03 Permit # (s): D03-129 Original: QQ Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 rrtr, q t -r, s�'�� p,, ti i} F�rai RI) Air Temperature: 74 ° F Weather: Clearing Product: Grout Supplier: Stoneway Ticket Number : 336206 MixDesign ID : 10000 rSample Temp. Slump Entrained Air (ASTM C1064) /(ASTM C143) (ASTM C231) 82°F 8" (Water / Ccment Ratio: [Date Receive 8-8-03 FIELD DATA (ASTM C31 and C172) Design I Mix Proportions: Ingredient Fine Aggregate Water Cement --Type I & II 100 XR 0.489 [Placement Location and Notes 1 SET 3 Pile C45 and C44. Sampled at 120 of 163 cubic yards placed. 0/0 Weight (per cu.yd) 2,309.0 lbs 460.0 lbs 940.0 lbs 38.0 Oz [Design Strength (Pc): j 4000 psi @ 28 days Date Made Sample # L 8/6/2003 j 0038 1 8/6/2003 1 0038 1 8/6/2003 L 1542811 9/3/2003 1 28 [ 18740 1 2 x 4-1 3.14 1 [5970 1 1 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 54278 8/13/2003.1. 7 .1 16030 1 2 x 4 2.0011 3.14 J 5100 (- 1 54279 L9/3/20031 2611 19530 2 x 4 [ 2.00 b3.14 _6220 L_ 0038 542801 9/3/2003 28 IL 19640 T2 x 4 2.00J1 3.14 L6250 1 8/6/2003 0038 Remark: 2.00 Inspector(s): Del Spicer Tested by: Neil Bastian Reviewed by: R Michael S, Dolder, P. Technical Director NOTES: Failure descriptions for samples tested with neoprene pads are not reported. S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 MAYES TESTING ENGINEERS, INC Project : DHS Regional Headquarters Client: Sabey Corporation Client Address: 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 Contractor: Sabey Construction Project No: E3187 Issued on: 9-4-03 Permit # (s): D03-129 rr .. Original: Revised: Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 utii(L i.� 5 :. u I- I;J 753 - Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 78 °F Clearing Grout Stonewav 336331 10000 FIELD DATA (ASTM C31 and C172) Design , Mix Proportions: Ingredient Weight (per cu.yd) Fine Aggregate 2,309.0 lbs Water 460.0 lbs Cement --Type I & II 940.0 lbs 100 XR 38.0 Oz Sample Temp Slump Air (ASTM C1064) (ASTM C143) [Entrained (ASTM C231) 84°F 8-1/2" f Water / Cement Ratio [Date Receive 0.489 8-8-03 [Placement Location and Notes; SET 4 Pile B26, B23. Sampled at 160 cubic yards of 163 cubic yards placed. -F 14 4 a ,'z �ti' [Design Strength (fc): I 4000 Psi @ 28 days COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 8/6/2003 1- 0039 1542821 8/13/2003 1 7 JL 11690 1 2 x 4 112.001 3.14 [ 3720 1 8/6/2003 [ 0039 [5428] 9/3/2003 1 28 I-15740 2 x 4,12.00 J 3.14 1 5010 8/6/2003 J 0039 154284 9/3/2003 28][ 15440 r2 x 4 [2.001r-3.14 j 4910 r8/6/2-003 1 0039 1542851 9/3/2003 1 28 1 15090 1 2 x 4 [2.001 3.14 1 1 4800 Remark: Inspector(s): Del Spicer Tested by: Neil Bastian Reviewed by: Michael S. Dolder, P.E. Technical Director NOTES: Failure descriptions for samples tested with neoprene pads are not reported. S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure 4 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 MAYES TESTING ENGINEERS, INC Project : DHS Regional Headquarters Client: Sabey Corporation Client Address: 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 Contractor: Sabey Construction i.y SIT ;j - 1f Project No: Issued on: -. ,rte D ...�l� :i Permit # (s): PAtl Original: Q Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 E3187 9-4-03 D03 -129j cticc4ti Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 65 ° F Overcast Grout Stonewav 335977 10000 Slump (ASTM C143) FIELD DATA (ASTM C31 and C172) Design Mix Proportions: Entrained Air (ASTM C231) 80°F Water /Cement Ratio: l 0.489 Placement Location and Notes' SET 1 Pile C29 and C32. Sampled at 30 of 163 cubic yards. 8" (Date Receive' 8-8-03 0/0 Ingredient Fine Aggregate Water Cement --Type 1 8,11 100 XR Weight (per cu.yd) 2,309.0 lbs 460.0 lbs 940.0 lbs 38.0 Oz !Design Strength (fc) 1 4000 Psi @ 28 days COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code ! 8/6/2003 0036 {5427018/13/2003 f 7 14380 1 2 x 4 32.061 3.14 1 1-71580-1 L Col 1 8/6/2003-1 0036 54271-1 9/3/2003 1 28 1 18460 2 x 4 12.001 3.14 F588-0-1 1 * 8/6/2003 1 0036 1542721[9/3/2003 1 28-1 18020 1 2 x 4 j[2.001 3.141 5740 ` [ 8/6/2003 1 0036 1542731 9/3/2003 1 28 1 17990 1 2 x 4 12.00 3.14 1 {---5730 [ I Rema rk: Inspector(s): Del Spicer Tested by: Neil Bastian Reviewed by: NOTES: Failure descriptions for samples tested with neoprene pads are not reported. S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Michael S. Dolder, P.E. Technical Director Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7-0 G1.k§?1iNl.•: MAYES TESTING ENGINEERS, INC. r a 4VA6 }VI! ;i1'1i�niGll'r�.�4��1:i. �•i�r::.�i. . . f.� ; `i:.`,. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 26 Date: Weather: Inspection: E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 9/09/03 Overcast Lab 1 SEP 1 5 fR^•r .� y TDEPAJtn ':f�E Everett Office 917.134th Street SW Suite A•1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed lab duties to include retrieving samples from field cure box, stripping same, logging into concrete database, and placing into cure tanks. Also cleaned 4x8" test cylinder molds and prepared for next scheduled concrete placement. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Date: Weather: Inspection: 9/09/03 Clear Fingerprinting INSPECTOR: Del Spicer Arrived at the City of Tukwila Police Department to be fingerprinted for security clearance to work on the DHS Regional Headquarters Project. Delivered security clearance packet and fingerprint cards to Sabey Construction's main office. Date: Weather: Inspection: 9/10/03 Light rain Lab INSPECTOR: Mark McBride Performed lab duties to include compression testing of test cylinders cast 9/3/03 (7 -day), maintenance of lab facilities, and preparing equipment for future field work. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Del Spicer REVIEWED BY: cc: Bldg Dept -City • f T kwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. 9117/J'lG!'..'.' s 'DF'S K1 TN MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 25 Date: Weather: Inspection: 'i S!^Y^ 111:1-qY!• t-.,.. E3187 DHS REGIONAL HEADQUARTERS 12500 Tukwila International Blvd, Tukwila, WA D03-129 (City of Tukwila) Sabey Corporation Lance Mueller and Associates Engineers Northwest, Inc. Sabey Construction 9/04/03 Clear R/S SEP .i 5 2003 przPARTifilENT Everett OHlce 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E-2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Conducted preliminary re -steel inspection of PC46 at grids 5.5 -7/C -D and PC4s at grids B/6 and B/7. Re -steel placement appears to comply with approved plans and specifications with some minor clearance issues resolved. Issued punch list to Sabey representative for corrective action prior to concrete placement (see attached punch list). Performed lab duties to include retrieval of field samples, stripping, marking, and cataloguing for testing purposes. Samples placed in curing tanks as specified by ASTM. Preliminary inspection Date: Weather: Inspection: 9/04/03 Clear R/S, R/C INSPECTOR: Del Spicer Conducted final re -steel inspection of PC46 at grids 5.5 -7/C -D and PC4s at grids B/6 and B/7. Punch list items were addressed and resolved. No exceptions noted. Witnessed placement of, tested and sampled from 299 cubic yards Stoneway mix #4356 placed in above areas via pump and mechanically consolidated. Cast two sets of (4) 4x8" test cylinders. No exceptions noted. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: ar A. eg' usha, P.E. INSPECTOR: Del Spicer cc: Bldg Dept -City o kwila, Ralph Hagler-Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald -Engineers Northwest, Dave Leng-Sabey Construction, Bob Brott-Art Anderson Assoc., Inc. h�kNnhtM.t�; aa oriaax. txa*sr�.ra 09/07/2003 19:52 FAX 253 941 9985 rhUthAL fyni nini.va Date: Location: MAYES TESTING ENGINEERS, INC. P nchlist Insp: p Elev.: Roo 1�ci �(S # Description Resolution 4 , - cc.E .,:, Cas ..S o F P1 - ) k) -- Y1' al NCn � A -t -AD r - CC) ') r L iv I A, 2 a IQEWIAO, M LS ;R-tsS f jlp • • • • 917 -134th St. S.W., Suite A-1 • Everett, WA 98204 • (425) 742-9360 • FAX (425) 7 ::,Si..W�'&;?,t.Ci.Ci*`+'l-'t`'s y- �ir.:a.; •''Fyi�.:'i�4.-.�..�;i.:.c;wy:� „v;, MAYES TESTING ENGINEERS, INC Project : DHS Regional Headquarters Client: Sabey Corporation Client Address: 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 Contractor: Sabey Construction Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Project No: E3187 Issued on: 9-10-03 wiL Permit # (s): D03-129 Original: E/❑ Revised: ❑ t; ',r. T`, Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : 65 ° F Clear Grout Stonewav 337599 10000 [Sample Temp. (ASTM C1064) 77°F [Water / Cement Ratio: 0.489 FIELD DATA (ASTM C31 and C172) Design Mix Proportions: Slump Entrained Air (ASTM C143) (ASTM C231) 8 J[Date Receive 8-14-03 Ingredient Fine Aggregate Water Cement --Type I & II WRA 100XR {MP Dar Weight (per cu.yd) 2,309.0 lbs 460.0 lbs 940.0 lbs 37.6 Oz [Design Strength (Yc): ` 4000 psi @ 28 days [Placement Location and Notes j Set 1: NC pile 26, P33, P25. Sampled at 30 yds of 135 yds placed. Water added on site = 55 gals. 03 Date Made Sample # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 8/12/20031 0047 54674 1 8/19/2003 7 F17080 1 2 x 41r -1[71.96-1 , 3.11 5490 1 1 s • [ 20250 2 x 4 1 2.00 3.14 6450 r col I• 54676 9/9/2003 r28 -II 20290 2 x 4 2.00 3.14 ] T6460 9/9/2003 1 28 17380 1 2 x 4 j 2.00j1 8.14 J 1-5530 J 8/12/2003 [ 0047 54675] 9/9/2003 1 28 8/12/2003 0047 8/12/2003 Remark: 0047 J_54677 Inspector(s): Del Spicer Tested by: Zenaida Revilla Reviewed by: Col • �— 5J" Michael S. Dolder, P.E. Technical Director NOTES: Failure descriptions for samples tested with neoprene pads are not reported. " S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 MAYES TESTING ENGINEERS, INC 41, Project : DHS Regional Headquarters Client: Sabey Corporation Client Address: 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168-5121 Contractor: Sabey Construction Project No: E3187 Issued on: 9-4-03 Permit # (s): D03-129 Original: Revised: ❑ Everett Office 917 - 134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID: Sample Temp. (ASTM C1064) 80°F Water / Cement Ratio: !Date Receive 8-8-03 FIELD DATA (ASTM C31 and C172) 71 °F Overcast Grout Stonewav 336104 10000 Slump Entrained Air (ASTM C143) (ASTM C231) 8" 0.489 1Placement Location and Notes' SET 2 Pile D43 and D42. Sampled at 80 of 163 cubic yards placed. Design Mix Proportions: Ingredient Fine Aggregate Water Cement—Type I & II [Design Strength (ft): Weight (per cu.yd) 2,309.0 lbs 460.0 lbs 940.0 lbs .re a f `� Kerr SEP 1 a Zuti3 `.6.-F ...A-pYti EVLKS: �i3t 1::@ �Y.... 4000 Psi @ 28 days Date Made Sample # COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (lbs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 1 8/6/2003 L 0037 _154274 1 8/13/2003 1 7 J 15550 r2 x 4 E-88,17/22°000337_, 0037 54275 9/3/2003 L 28]( 0037 1542761- 9/3/2003 { 28] 19410 8/6/2003 j 0037 j 54277 1 9/3/20037 28 j 19480 Remark: 19420 1 2 x 4 2x4 1 2x41 Inspector(s): Del Spicer Tested by: Neil Bastian 2.001 12.001 [2.00] 2.001 3.14 J F4950 3.14 1 3.14 j F6180__J 3.147 [6200 6180 L — � R L A Reviewed Michael S. Dolder, P.E. Technical Director NOTES: Failure descriptions for samples tested with neoprene pads are not reported. ' S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure f Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. M7E Form #150, Rev 3, 7.0 •rM14.41:+741,• '.:1,. •ii1,1 stxqrwsz :i4