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HomeMy WebLinkAboutPermit MI98-0156 - PACIFIC VIEW OFFICE PARK - RETAINING WALLSPACIFIC VIEW OFFICE PARK MI98-0156 City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 MISCELLANEOUS PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT I5 PROCEEDING AT THEIR OWN RISK. Parcel No: 092304 -9120 Address: 12201 PACIFIC HY 5 Suite No: Location: Category: Type: MISCPERM Zoning: Const Type: Gas /Elec.: Units: 000 Setbacks: North: Water: 125 Wetlands: Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: .0 South: .0 East: .0 West: Sewer: RAINIER VI Slopes: Y Streams: ' �cs MI98 -0156 ISSUED 12/04/1998 06/02/1999 .0 Contractor License No: SABEYC *141PH OCCUPANT PACIFIC VIEW OFFICE PARK 12421 PACIFIC HY S, TUKWILA WA 98168 OWNER SABEY DAVID A & SANDRA L Phone: 206 281 -8700 101 ELLIOTT AV W SUITE #330, SEATTLE WA 98119 CONTACT HAYNES LUND Phone: 206-281-8700 101 ELLIOTT AVE W SUITE 330, SEATTLE WA 98119 CONTRACTOR • SABEY CONSTRUCTION INC. Phone: 206 281 -8700 101 ELLIOTT AVENUE WEST #330, SEATTLE, WA 98119 k *fir k*** * * * * * * * * * * * * * * *•k * *•k *** * * *•k* * *•k * * * *•k* k* * * * * * *•k **** k * *** * * * * ** * * * *•k * * * * *•k* k*** Permit Description: CONSTRUCT CONCRETE RETAINING WALLS FOR BLDG B & C **************• k****** k**************************k*• k* * * * * ** * *** ** ** * ** * ** **** ****kkk Construction Valuation: $ 80,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng.. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time:. End Time: Land Altering: N Cut: Fi11 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: Public: Storm Drainage: N Street Use: N Water Main Extension: N Private: Public: *..k* kit• * * * * * * * * * * * * * *•k•* * * * * * * ** ****** * * * * * * * * *** *k * * * * * ** * * * * * *•k * ** k * * * *•k *•k * * * * * * *•k* k TOTAL DEVELOPMENT PERMIT FEES: $ 1,262.21 k********** * * **k * **i** * * * ** * * * * *k * * ** *•k* * * * * * ** * * * ** * **•k * *** **k * * * * ** * * * * *** * *•k* Permit Center Authorized Signature: 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 provision of any other state or local laws regulating construction or the performance of work. I a authorized to sign for and obtain this development permi Signature: Print Name:_ L ��� Date: 12.- jcib 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. CITY OF TUKWILA Permit CenteK 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Miscellaneous Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. Project Name/Tenant: F� 1~ IG. vi gv.i oPPic �,a.RpC. City Stale/Zip: T Kw'LAWA9bIbao1 Value Construction: oco . e.)0 Tax P rcel Num a :O92�J04- '147 -ett -1 ;_° 611-3°4- I"' -°4 Site Address: 12421 CcAPtc 1-111 WAY %• Property Owner: 301 D Weald City State /Zip: Phone: Fax #: 20(0 - 244 Z - 5504 2oG - 2,4 Co- 2234 Street Addre 124 zI MCI FIG 0 lcsrt -iw/ -( So. IV CWIOr,WA9NDP, Contact Person: I -tAyiJUS L-- -hob q b c Ivortot,) Phone: Zoo - Z 8:,1 - x'"100 Street Address: ' 101 gt -t<m'i A W, $o rE 33o City State /Zip: &write.)\ 1Ani i9 Fax II: Phone: Z.04 - Z fb1 - octso ZO(v + Zb1 - 1+20o Contractor: 5�Y Co►as�ic�oJ 1 aG Street Address: 101 'F4.t of r Ave W So 330 Se City State /Zi »IA 9 BA 11 Fax #: Soto - 281 - 0 °12o Architect: 1 � Naze' 1481-r id 1-% )RcHl`ir6015 IC Phone: *eh- 82;1 - Z100 Street Addre s: 10' ` ♦ k 33�rLA,tz S3 f WS w- City Sta = /Zip: ; 8- i : % to Fax II: A- Z/'— 272/ 6o l . r ngineer: �L. - 500 /coht ,, Phone: 4.Z -o - 521 - Cv995 Street Address: 20Z 5J 2 Sl,rrtH S>►�>lIRrT So ► a� ' / Kam' City Stta&te/Zt 033 Vic Fax #: A 25 - et - '850 '7 MISCELLANEOUS' PERMIT REVIEW AND APPROVAL REQUESTED: (TO BE:'FILLED OUT 8YAPPLICANT) ;:' Description of work to be done: ConJS"rR-vCx CONGR,@ -or Rem NiItJCY sovod__. 'FDA- FNJILD1Nlx5 ' ADAJI, C. . Will there be storage of flammable /combustible hazardous material in the building? ❑ yes 0 no Attach list of materials and stora e location on se•arate 8 1/2 X 11 •a•er indicatin • uantities & Material Salet Data Sheets ■ Above Ground Tanks ■ Antennas /Satellite Dishes ■ Bulkhead /Docks ■ Commercial Reroof ❑ Demolition ❑ Fence ❑ Mechanical ❑ Manufactured Housing- Replacement only ❑ Parking Lots Retaining Walls ❑ Temporary Pedestrian Protection /Exit Systems ❑ Temporary Facilities ❑ Tree Cutting . APPLICANT, REQUEST FOR MISCELLANEOUS' :PUBL:IC WORKS PERMITS: i.: ❑ Channelization /Striping ❑ Flood Control Zone ❑ Landscape Irrigation ❑ Storm Drainage ❑ Water Meter /Exempt # ❑ Water Meter /Permanent II ❑ Water Meter Temp # ❑ Miscellaneous ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault)II: Size(s): ❑ Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq. ft.grading /clearing ❑ Sanitary Side Sewer II: ❑ Sewer Main Extension 0 Private 0 Public ❑ Street Use ❑ Water Main Extension 0 Private 0 Public 0 Deduct 0 Water Only Size(s): Size(s): Size(s): Est. quantity: gal Schedule: ❑ Moving Oversized Load /Hauling MONTHLY SERVICE BILLINGS TO: •: t .>::..: ; . '.._ ,;.... Name: 1 Phone: Address: City /State /Zip: 0 Water 0 Sewer O'Nle(ro 0 Standby WATER METER DEPOSIT /REFUND BILLING: Name: Phone: Address: City /State /Zip: 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. Dato application accepted: Date application expires: 2- • /`'[_9 Application taken by: (initials) ALL MISCELLANEOUS P— •MIT APPLICATIONS MUST BE SU TED WITH THE FOLLOWING: 7,t DRAWING`S SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN 4n16 ` lBUILICIN i ITC P'L $INS AND UTILITY PLANS ARE TO BE COMBINED • ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT • STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER • CIVIUSITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) 0 SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR Above Ground Tanks/Water Tanks - Supported directly upon grade exceeding 5,000 gallons and a ratio of height to diameter or width which exceeds 2 :1 PERMIT REVIEW Submit checklist No: M -9 El Antennas /Satellite Dishes Submit checklist No: M -1 El Awnings /Canopies - No signage Commercial Tenant Improvement Permit ' r Bulkhead /Dock Submit checklist No: M -10 0 Commercial Reroof • Submit checklist No: M -6 0 Demolition .. Submit checklist No: M -3, M -3a CI Fences - Over 6 feet in Height Submit checklist No: M -9 O Land Altering /Grading /Preloads Submit checklist No: M -2 El Loading Docks Commercial Tenant Improvement Permit. Submit checklist No: H -17 El Mechanical (Residential & Commercial) Submit checklist No. M -8, Residential only - 1-1 -6, H -16 O Miscellaneous Public Works Permits Submit checklist No: H -9 0 Manufactured Housing (RED INSIGNIA ONLY) Submit checklist No: M -5 Q Moving Oversized Load /Hauling 'Submit checklist No: M -5 El Parking Lots Submit checklist No: M -4 0 Residential Reroof - Exempt with following exception! If roof structure to be repaired or replaced Residential Building Permit Submit checklist No: M -6 0 Retaining Walls - Over 4 feet in height Submit checklist No: M -1 0 Temporary Facilities Submit checklist No: M -7 0 Temporary Pedestrian Protection/Exit Systems Submit checklist No: M -4 0 Tree Cutting Submit checklist No: M -2 © Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Bullding .Owner /Authorized.Agent; if the applicant is other than the owner, registered architect /engineer,.or contractor licensed by the State of Washington,: a notarized letter from the property.: owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I 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 AUTHORIZE AGEN f' Signature: A...—•,:r., Date: 1 ci At 0 Gr, cat ED Print name: L,��D ' r Phone'26.281 -B7d0 Fax #: Zb6�2B1 -0920 C/a's Address: I O 1 Sr) 1-rE v3Cily 0 /State /Zip: C rte-' WA. 9i,i 19 �L► o-r-r. OWES \>1 AAICrnAAT nelr 7/11 /04 .r! CITY OF TUKWIL,A Add 12201 PkirIc HY S Permit No: MIM-0156 Suite: Tenant: Status.: ISSUED Type: MISCPERM Applied: 08/19/1998 Parcel #: 092304-9120 Issued: 12/04/1998 k*:A.***k**************A**********14 *k******4(***A*****1(****,14'****1414.14********** Permit. •Conditions: • L. No change will be made• to the plan sunless approved by the • Architect or Engineer and the,JukwAJA:.Building Division: 2. All perMits inspectionc*As44-450,pr,oved plans shalf•be• available at the iskliee;.-p'rfdr.,to theS40p.f . any cow-. •Struction. Tht .doupiient are tobe,maintaf0A,..and avail--• able until finat:,AnSpectloh approval is canted. ' • 3 . A l l strUctupWconcret h a l l . e 1. '.-tveip'6,0 al4411!=4rocted40.8C' -. -'' ,.• ;,,,,'' , ,, --z,i.f1,,.. Sec:. 306(a1): . ',,-:er,,,,. ' . , .. , , ,,.,, .-::;i,. ..::,,.,,,,,,,. . • ,. ,-: „. _ . ,,,,, • ,,:,-.:., 4. When sPec'W irispet)on 1:5,,reOuired-'elther the4wner . 'architedr01,416,6ershalt hottfy the T61,:wila84.4fditig Divisip*of .apbointment of thepection agencte*prioo: the first building:Anpectfon. Copies of aWspeC)a4 in5;pAC.O.On rZeR9rtS shall,::be'-Submitted to the 13611din9 r: DivA,Y,36/PM.a.tiMelymianner.,-,,ROorts shall . ,.. . ' sscontain:.7proleCt lale Ormit-nUmber aldtype:of inpectionbe4n„:per.f med. , S. The,pectaT inpe“orShallbmi6ITOnal,igned,rep6it„ 7., stWnq whether the wor reAutr,ingspeOatinspectiOn *,,,S, ,,','':•, tot,he,Ipet of conforMenOg„' i'?,\. • wiWapproVect'Oans'andTspeCificWonS-andthe aPP14:-ca6le :::::: • woimansbp,orovlslowvOfithe.,,y8 • '::, • ,--- ,; .,• • , - • ,, , . -, • •, :::,,,4' 6. Alionit'ruction*H)e Aio'necOnb..rmance.: with apkovick.„:• .. pla'n4 andratiOreMents,::Of-'the:UnAroryilding Codef,jP97,3&:.• Ed10Onk4samended.,.Uniform•MeChni(Cale'41997;!EdSt4on);W:- •and'iya,shi4tonSta,te Energy (odej.110Edtti0).._* ::.F_,• ,.1.ii4 7. All,:Woodtoremain in placed •coriOrete^,,Shal):1)#'tratVCWood, B. NOtlftheYtity Of-Tukwila BuildAng..DTVil*ii6n:,OrtOr.,,t,O Olacingany'concre:te. This:proCreduileliS in:',WitiOn• to 800- rcilOr'0*07'ts forsP'60a1 inspeotion 4.',.',',' uboiade 'including drainage,:ex'CaVatOni.. compactiOnandef11•reOirement shat1 erOnform,et0CtXyqWith', recommendations gi'Ven An the SOfteport'. A .lettejOi'-J- acceptance 6ha subgradelii'?W6 drainage,,,EXOWVatjon., and ,compacdtipd ftll •re,§tikreMettwill be rie,01Yed as..;:a,- • condition of f ina f:;',Inspect iOW,,a0P0M,Ifi' b v• TOliWIAa3u 11 di ng Division ' •H': • - ..:.,•,...,- ,:,,,, • 10. Validity of Permit-.-',IsUanCpOfa4ermit or approval of The . plans, specifications, and 'ComOutdtionS shall not be con- strued 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. eourd. PLAN REVIEW /ROUTING SLIP ACTIVITY: NUMBER: MI98 -0156 DATE: 4 -30 -99 PROJECT NAME: PACIFIC VIEW-RETAINING WALL Original Plan Submittal Response to Incomplete ,Letter: Response to Correction Letter # XX . Revision # 3° . After Permit. Is Issued; DEPARTMENTS: Building Division /tr Public W rks 5< Fire Prevention Structural !ti it) ccr Planning Division VII& C-0-19. Permit Coordinator ria DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 5 -6 -99 . Not Applicable TUES /THURS ROUTING: Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) Please Route rI No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved 9 ■ DUE DATE: 6 -3 -99 Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved DUE DATE: Approved with Conditions rn Not Approved (attach comments) REVIEWER'S INITIALS: DATE: \PR•ROUTE,DOC 6/98 CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Date: 3 0 )1 t- °\ ci Plan Check/Permit Number: e T. 9 e,-0 15Co ❑ Response to Incomplete Letter ❑ Response to Correction Letter Revision after Permit Issued — Project Name: FoNLd •lc. V IeW OFFICE' 345e.l4. - RE-FA-WI tiCA- WAU S F- 0 rfa.TWGr'S f4C Project Address: t 2201 *fop 12101 I )14-vi , -r Azno4/14 . Contact Person: 1---I,4%•ti1 Phone Number: 206 - 2f31- 87700 Summary of Revision: ' i 2 N l S f2-E-1-4.4/•J » i i . tom r l Cxu kA.Pr't o 9 -In 1•�1,�•rTr'hl ,�,c ti- tl- r-eC.-ry G1- iA4JCCEs '-r0 ILt ln/C-m- C^1----1117165e CJ-1liJc VCR 1t14,1nlCs C Act THe A5 Tl-te3 Ci- 1AT1GAS Pea. BUt[- DIn1Cz " W l -HLC.M ,reek A.f 'P- vs-r) Lim Pert Revtsioe' S iCO2 'T"Hl re-R-1,4 REVISION N0.3 RECEIVED CITY OF TUKWILA APR 3 0 1999 Sheet Number(s) R4 J R1 "Cloud" or highlight all areas of revisions and date revisions. Submitted to City of Tukwila Permit Center 6X (Entered in Sierra on L"3O -qg PERMIT CENTER COOrd. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI98 -0156 PROJECT NAME: PACIFIC VIEW OFFICE PARK BLDG. Original Plan Submittal DATE: 3 -12 -99 Response to Incomplete Letter Response to Correction Letter # EE Revision # 2 After Permit Is Issued DEPARTMENTS: Building Division r�sv Pub i c Warks J uIA. -�- Fire Prevention Structural a Planning Division h/L 3 -« '-T Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete Eiji Comments: DUE DATE: 3 -16 -99 R Not Applicable TUES /THURS ROUTING: Routed by Staff Please Route No further Review Required (if routed by staff, make copy t master file and enter into Sierra) REVIEWERS INITIALS. DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 4 -13 -99 Approved Approved with Conditions ❑ Not Approved (attach comments) II REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved Approved with Conditions El Not Approved (attach comments) El REVIEWERS INITIALS: DATE: \PR•ROUTE,DOC Date: t2 VA.g. CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 EI Response to Incomplete Letter Response to Correction Letter p‘ Revision after Permit Issued Plan Check/Permit Number: MI 'lb- J1 eo co t_1 Project Name: ..-1,._ 1ic V -.1..i. ,........---- , ,. V4 cr) t Alc.7- =.- r.:,... to A) Project Address: 1 /2,W 1 IT, id_w I LA- IN-rvren.),Avr-to■-)Awt... Contact Person: 1----tet■)- L ki,J12> Phone Number: 206- Z 6 f -e5700 Summary of Revision: Cit-AA-OCAit'S ttJ 1:71g;ICsrAi tn.* (rt.ae4 CA-tulle- o, - OCO 67) esqu c_4-141.) eyon 10J RECEIVED s'ITY-Dr-TuRVVILA VAR-1-f-19 99 Sheet Number(s) 11) 'ZZ)12.), AZ.r..")) 1Z(Vi 12■1 CENTER "Cloud" or highlight all areas of revisions anardate revisions. Submitted to City of Tukwila Permit Center JaQa---• [g" Entered in Sierra on aatde---* PLAN EVIEWIC�oYcL ING'SL'IP ACTIVITY NUMBER: MI98 -0156 DATE: 1 -6 -99 PROJECT NAME: PACIFIC VIEW OFFICE PARK Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # XX Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division C4 �WA�Pr! -4M Fire Prevention Structural n Planning ision Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 1 -7 -99 Complete Incomplete ❑ Not Applicable n Comments: TUES /THURS ROUTING: Please Route n No further Review Required Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 2 -4 -99 Approved Approved with Conditions n Not Approved (attach comments) REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: Approved C DUE DATE: Approved with Conditions ❑ Not Approved (attach comments) n REVIEWERS INITIALS: DATE: \PR•ROUTE.DOC 6/98 c CITY Off' TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA •98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: (DcVct'i 99 • PLAN CHECK/PERMIT NUMBER: Mfl& 015(0 PROJECT NAME: rA,c.A Ic.View © lce• p, loe. gE'r iWGrWM.ls 'FOR dull -OW45 kNC C PROJECT ADDRESS: 12201 M.,e 12101 T tc. 14 GM. WAY Sr_; � CONTACT PERSON: 0,6<.%- o J � S L-0/J.1:3 PHONE: ? . O6 - 2 t 5 1 - 6 1 0 0 REVISION SUMMARY: 126-vlset 5DRL 13e-- aRiNiG CAPAkC 1'( pElR LE`I"T61z. Flom &-t ro-rttkt .ac,rtnitrerre. of ?t:A RA '� Reviser) GotJ riGeu RP?rlcDA) or ymt.L -rep —IMItU 1 E 'tonJS. SHEET NUMBER(S) 121) g?. g-27, R41 1.r)) 1 41tR.UCXURi4l, CAt...ctiU}ArtoniS' "Cloud" or highlight all areas of revisions and date revisions. LE-maz •aom End CO3Jsut,-t r5) k,c. RECEIVED CITY OF TUKWILA SUBMITTED TO: JAN 0 6 1999 PERMIT CENTER Bldg. tanning . CITY USE ONLY PublicrWorks. PLAN REVIEW /ROUTING SLIP PERIPIr T cooR. Copy ACTIVITY NUMBER: Pir98 -O/s, PROJECT NAME: I"�GciFiC- Original Plan Submittal Response to Correction Letter # DATE: 8 - /? -9S Response to Incomplete Letter Revision After Permit Is Issued DEPARTMENTS: 572 Building Division 2 Fire Prevention -AWE. 8 2O Pu �ic Works St uctural 5 /1Q.. 8. -L' - KY 11 -15- f3 Planning Division Permit Coordinator w DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: Complete n Incomplete Comments: 6-A0-5'8 Not Applicable ❑ TUES /THURS ROUTING: Please Route No further Review Required Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS. DATE: APPROVALS OR CORRECTIONS: (ten days) Approved ❑ Approved with Conditions REVIEWERS INITIALS: DUE DATE: 9 - /7- 98 Not Approved (attach comments) ❑ DATE: CORRECTION DETERMINATION: Approved ❑ Approved with Conditions Lj DUE DATE: Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: \PR•ROUTE.DOC G /9B INSPECTION ffi RECORD • Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 Project: kc t-Pic, UceLi D.f f In-r7trolI: spe I Address: pi R-24C.1-c1C -1-W 3 —lg.— r)c) Special ipstructions: Date wanted. MO p.m. Requoter: DA kie--- Phone: 2ntp- L433-C4--44-4 pproved per applicable codes. 0 Corrections required prior to approval. A COMMENTS: --x9=419 Datox 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receint Nn. Date. 7'+�Y !•tWi.Ynt +vy.. �.. ^."�T"•.'YO�r- r^rr.;.a INSPECTION RECORD Retain a copy with permi. INSPECTION NO. ;/ g -MI /Z���/�� CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Pr je t: e - C� \p/ i ,��' , PIc�1 /L/- �7, Ty n te n ..e f „ f/Z:10 Iss j Fad Datale k 0 _9 / c,e6/ /, 13,c7 9,ti/22S !/G TS "e //4.-404- rrte, S Special instructions: M " Y i t .„'. ice] 7ate1./c I C" am mo? '^' Req stee •• • MF^" - l 'r i 1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,��' , PIc�1 /L/- �7, fitl:),./g f/Z:10 /L%.)/ / '' `r r 24( g4 `' � li/r Z 7Z- - Z es5 ' c,e6/ /, 13,c7 9,ti/22S !/G TS "e //4.-404- rrte, S 2 1 / c5',///c*- $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Rnrnint Wry 1 Date' 1 INSPECTION RECORD Retain a copy with permit INSI'LCTION NO. CITY OF TUKWILA BUILDING DIVISION m�l - -Is-aS 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 /WC/".? Weil Ty(piapetz Addrgb, Date called: Special instructions: Date a ed: de. 2'7, a.m. p.m. Req er /// Phone: nApproved per applicable codes. corrections required prior to approval. COMMENTS: /9-//),e-e*Va) 0.(1 S /?-- �v-ee 7,CiS,O6cr�� 770 /e io /:;&g..._ Dates 99 47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. f Receint Nn• ( Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. 4PERMIT ' NO. CITY OF TUKWILA BUILDING DIVISION / 6300 SoUthcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 wcie-oi5b P ject A14/5 Type ofJpspection , • , y, g r."496 kalWOM-s.41#/zoirie-T.;--/ Addr s � 02/ 1, AT S- Date called: wee Special instruc ons: i; 90 .. Date want`e� T/� a.m. p.m. Requested Pho ob.A//-8x4/0 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: l';-.m r'Wir014 , • , y, g r."496 kalWOM-s.41#/zoirie-T.;--/ / /146-7,40X1 yzi- 7 A((,, t '4 L 0 $47.0 i REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Dnr•ninl AIr•• I tl.. a... INSPECTION NO, INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 cute.4.„.6 6;pie.e." TYptt In ectiC o P_. ddres t Date calldd: 1611 . I I (_,., Special /eiSc% instructions: :4-.4 30 {20A 8V1 ‘.-1-6/ Date wan I cri - a.m. Requ ter: � Ph,9■,:()(0 --2-Lt I ---Tp-ti‘) rlApproved per applicable codes. C Corrections required pribr to approval. COMMENTS: Inspector: 5, i ,di,/. /L Date: E] $47.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspecfion. 1 Pnrnint IJn' 1 natA! INSPECTION NO. INSPECTION )ECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 • rctUf it _i v c'eYp f nsvie &ni .C�. /4-6—g ) 0 C_ i > ?. 64 ,/z/ l/ .. Ad s : FaG !%may E.. - $/2 4 Datc a er1 t�( ,-2,7 `n2..?�, L/Z , ji 1� �� /- w ' Special instructions: V A��^ 1 Date nt d ► � a.m. p.m R quester: (t ter: hP on ► -ga(1 EiApproved per applicable codes. Corrections required prior to approval. COMMENTS: ,3 , // 4� ` /N, 4- "z-, s} /4-6—g ) 0 C_ i > ?. 64 ,/z/ l/ .. fauk--,-/7 !%may E.. - $/2 4 t�( ,-2,7 `n2..?�, L/Z , ji 1� �� /- w ' / , zi./J- Pr-- AT,P� --?./ 1' 2e -C* t� rn� / Ze� �CrAi, L ,/ �` at--e �P� 4o`/-�°3'?- 4 Inspector: E $47.00 REINSPECTION FI at 6300 Southcenter Blvd., Rn. r.I Kir.. Date3 G� REQUIRED. Prior to inspection, fee must bepaid Suite 100. Call to schedule reinspection. • t. 4-o INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION wr�'_,a -off 6300 Soutkenter Blvd, #100, Tukwila, WA 98188+ PERMIT NO. (206)431 -3670 P --) 4. I Y t t + V f` rx-' I nst ltpe d..e...., pou Addr\ss 1, p e ; 44.1 Datealle ' 1 99 Silecial instructions: .--.,10 �% 0-25)1+.1 1 / -�n�� kk . i Q ""° Date ted; a.m. Re ester: P ne:1 %a gi-h C11, CApproved per applicable codes. rections required prior to approval. COMMENTS: PtekATi/4-e... co774.76., )7U,,<...4:3 : eet , (c To ,&fo ri $47.'0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. 1 Rpraint Nn. 1 Datil. 1 Yr, s 0 INSPECTION NO. - INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Projxfr.e., 6.747xd Texpb,ofliptwection: S"eCe4C Address: / 22-0( - PAC-alt 14e Date called: -:&_--(47s/ !Ric. /tet;:r..S6 PAeocaP Special instructions: 4 Date a.m. P.m. RieW 5./4dS g, AtoK(P6---6 0 A.( 77 . Phone: Approved per applicable codes. orrections required prior to approval. COMMENTS: .47-AV-oti-i> /414-/e(c Do .t.for" "a/417-404'- "6,691e4 421_i fbUJr7o4f P44(AvoiS -:&_--(47s/ !Ric. /tet;:r..S6 PAeocaP -rl• C(rri 1---*__ 1471420(44-6, X6,/ s /a< 1 --C.___) ts fie-4-by 0-g-SsCzv6---Suat. 1 g, AtoK(P6---6 0 A.( 77 . code i,t, rs 'le 6.-2 crxr ' 40/0 tr /OK V75.702t i eme....- )4,407,fi7jratT,ApMrenr 47-5,75/ 25 $ 7.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1Receint No 1 Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188\ 4. (206)431-3670 m PERMIT NO. Project: 11-174 , 6..7,417'1 Tr on: , Inspe i e —Cak Address: ji.Z.-ol-- R4.(6-c Wee ate called: Rex, Pee- -. OW 7--,--fiG269 13ecial instructions: > ....:.;—,,,. Date ed:// 4. ,,'- a.m. .m, P gtv76.64---) ,t 70 Phone: flApproved per applicable codes. n Corrections required prior to approval. COMMENTS: Ree-- ee7x7-.s,---zr/e.„7.49c/ xe--7-67. ,g, 7 7f(i _A - ,-... Rex, Pee- -. OW 7--,--fiG269 e(7--€64 6(57- ‘,44: gtv76.64---) ,t 70 /7- 4‘,/5( ei-XiS /4117e-- To Rea I -#-.4 (19/.0e__ 0, z,ezaw-i../.47 76 .71 x--15- /79.--xfSre,..-e4,77047 (.49-bel _,. ...4,,4117-41/7_447 E $47.00REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receint Nn: 1 Date: 1 INSPECTI.N NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188\ (206)431 -3670 P r glut G e TYP�.. �e7tioy CGS / c 7X'iV Address: Date called: P R--- PM(_r71J(77 a4'T&D Special instructions: Date wante �� a.m. Request 75 , i77r Phone: r -. ,e V� ma c( 4,69D Approved per applicable codes. Corrections required prior to approval. COMMENTS: CGS / c 7X'iV ,RQL. Ai %-( i /...5 ©, /, ,e-46,g—,f.--y P R--- PM(_r71J(77 a4'T&D P6.9-44 A / 7- =4 AA tqa-Da& >&Io / 7 c (-4-1o,6 75 , i77r r -. ,e V� ma c( 4,69D /7- O /7--______ (4c Co- r z ecW -ofri % .- wi.i.Il:t±% i ig., I- ( I../ 'off► 7-0, Insp�t //i/ Datg;�, /9f $4 . 0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: i Date: A kA* *h **.**.A*:!v***:*:0 AA•. A**** A**** :*A* **:4AAk*A *t* *•k;ti** *•kfi•k* :4:t CITY or TU W1LA. WA y;rsl'T a te•AA:1A•vl;k'1!**:4 h *A:4*** **. k*A* k**** AA4c 4***4.*: l ** *,•A* * * * * *:t4A* *: ** * *s1.,4:. TRANSMIT Number : •R9700877 .Amount;,; 70727 i 2 /04/' 3' 15:03 .,P.�tamentt, t�ethn.dr, CIiI:C3( tdot:ation': SAUCY CQRPURATIU Perin it :Non MI9S -01 56 Type: MISCPlwRM MISCELLANEOUS PCRIII1' Parcel No: 092304 -9120 bite Address: 12'201 PACIFIC HY 5 Total Foes: 1 :262.21 1'h i r> Payment. 707.27' Total ALL Pint ' 11262.21 p al amce : N00 .. ** A i;i1*,1 * *%t * * * * * ** * * ** ** * * ** •s l**+• k** 4******5 1m* *It *4*Ait *A * * *tl.*** *_ 000/345. Account >MC�o /de D1eesfU:r pt •l,oIYI 1rjr. Amoi11'1.�,'�,:;..: L M0 PLAN 1 CHECK K - 4ONR ES 59. N 48. 000/322.:100 BUILDING °..UAURE5 762.25 000 /3E16.904 STATE BUILDING, w't3PCHAR.C)E 4.5:0 k: k: l *Akk:tk:lkkr4+k** *AA• ?ckA•A;1r A-A "A* *** A** Ak:{ A, 1• vkAA* A•k:4Ak;t•k.i"k-k •lettk,l'hh OF TUKWILA'. WA r, 1tA NOM J'1' Fh: 1: l•• A:k k*: t': 4**: 4kk• A41Ak: 4: 4: 4: 4k• k:1*: 1"*• hk: 4,* kkk:!': LxA ,ktk:%kk.,4:i"h':4'.t'k•4Akk4 kkj'hal: TRANSMIT Nuniher.:. R9700813 ,Amuuni; c ' ; 4.9'4 �3/ :t /.90 1.2 r:1.;G i'tt ■;recut l4etKod 1O4F3:` Nob :tion: DAVID SAO [:Y In1.t4 ;•T"Kl, Per raj t : t4p . , 14190.-0156 T vain l4ISCPk.RM 14I:•FCr.t:L()NEQU r .P.F12. ,1.'.r. P<ir•ce4 No Coj. 2304 - "330. ki•tc ':Ad dic5s7. 1 `)at21. P(t 11 IC; 117, I •fgt:a'I 17,6,4sr' 1262..21.: ,TM - Payment b54. 94 1 ot�t l AL Pmt x ' 554.44. 11a1 a 11 c ei :„ 101'w'47 'r AA• lcisi .kkvt0, 'lc A•fiA'kk .4 'F•AA1,k• kA: 1{cAIt!Isic•kO.•*kd. AAA> ti: ih• :r4iea.kk *k * 'it A "As7•k,1i1 *of lk.. ofk.irA: f%c runt. Cotle • (yessc,f i pt 1'on AMaitn t . 000/345A830 1'LAIN: GNCCIt -: NCit4#tE ,55,4,••••9 4:: May 5, 2000 City of Tukwila Department. of Community Development Haynes Lund 101 Elliot Ave W Suite 330 Seattle Wa 98119 RE: Permit Status MI98 -0156 12201 Pacific Hwy S Dear Mr Lund: Steven M. Mullet, Mayor Steve Lancaster, Director In reviewing our current permit files, it appears that your permit to construct concrete retaining walls for buildings B & C, issued on December 4, 1998, has not received a final inspection as of the date of this letter by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, if a final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non - complying and not in conformance with the Uniform Building Code and/or Mechanical Code. Please contact the Permit Center at (206)433 -7165 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician Xc: Permit File No, MI98 -0156 Duane Griffin, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431;3670 wan 206- 431 -3665. . .1" AGRA ENGINEERING r.+r• ENGINEERING GLOBAL SOLUTIONS May 3, 2000 9 -91 M- 12475 -C Sabey Construction 101 Elliott Avenue E., Suite Seattle, Washington 98119- Attention: Mr. David Leng Subject: Vii U ey Gor MAY 15 2000 DEVELOPM ?`f ENT AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034 -6918 Tel (425) 820 -4669 Fax (425) 821 -3914 Summary of UBC Special Inspection and Materials Testing Services Intergate West — Building "C" (Permit No. D98 -0151) Retaining Wall (Permit No. MI 98 -0156) 12301 Tukwila International Boulevard Tukwila, Washington Dear Mr. Leng: AGRA Earth & Environmental, Inc. (AGRA) respectfully submits this letter as our final summary of UBC special inspections and materials testing for the above - referenced project. AGRA performed inspections for this project beginning on June 1, 1999 through May 3, 2000 as requested and scheduled by representatives of Sabey Construction. Daily Field Reports Nos. 1 through 80 were prepared and distributed at the time our services were provided. These reports form the basis for this final summary of our inspections. In accordance with the City approved plans and the request and authorization of Sabey Construction, AGRA performed inspections for the following: 1. Reinforcing steel inspection for the structural concrete 2. Concrete placement inspection and testing for the structural concrete 3. Epoxied anchor bolts 4. Visual and ultrasonic inspection of structural steel welds for the field welding and fabrication shop 5. High strength bolting inspection S:\WOROPROCt99 Prohects%Seattle112000st12475 Sabey ConstructiontIntergate Weslwpd Sabey Construction May 3, 2000 9 -91 M- 12475 -C Page 2. In our opinion, the work which was inspected as referenced in our daily field reports was performed in general conformance with the approved plans and specifications. If you have questions or desire additional information, please call at your convenience. Sincerely, Timoth Assoc! .L/G /I/PA- K n S. Sahi, P.E. WABO Technical Director TRH /KSS /jdp cc: City of Tukwila Sabey Construction I EXPIRES 12/18/ Fax: 206.241.8223 5AWOROPROC199 Prolects1Seattla‘12000$ 12475 Sauey ConslrucUOMIntHgal� West.wpd iNaiN(IIipdcioi.I °AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Kirkland, Washington, U.S.A. 98034.8918 Tel (425) 820 -4869 Fax (425) 821 -3914 FIELD DOCUMENT TRANSMITTAL. To: Sabey Construction, Inc. 101 Elliot Avenue W. Suite 400 Seattle, Washington 98119 Attn: Mark Velasquez Enclosed for your review and records are our most recent correspondence pertaining to the above - referenced project. Date: Febuary 1, 2000 Project No.: 8-91M-12475-C Project Name: International Corporate Gateway Park — Building C Project Manage • Permit ' o.: MI98 -015 D99 -0151 Daily Field Reports and associated field SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Inspection Report Laboratory Reports 54 Set 30 01/21/00 12/02/99 02/01/00 02/01/00 cc: Nelson - Bourdages, Inc. City of Tukwila Sabey Construction Field Office Attn: Robert Bourdages Attn: Permit #MI98 -0156, D99 -0151 Attn: Mark Velasquez RECEIVED FEB 7 2000 COMMUNITY nmv=l r?M\1!: l.rr AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nD Way, Suite 100 Tel (425) 8204669 Kirkland, Washington 98034 Fax (425) 821 -3914 DAILY FIELD REPORT PROJECT NAME • 77*.:_ % cz, PROJECT NO. - - ERM T NO. I C REPORT NO. .S. 1 ADDRESS t 12-4/-2. 1 Pou_kkcl-e— DATE - , . / go 1111b WEATHER R ��r k1: . n or, as. t nos op PAGE (Includes Test Reports) OF STAU TU ENGINE R ...,.... Act L--, AG' PROJECT ONE � O. ARCHITECT et �- a AGRA FIELD REPRESENTATIVE/P L, sAC1, L NO s CO C �^ It, •... w at. ... a ._ 1 t_... Ati - L_ walk- a a-..et ♦ /.- - • . _ . i /S !. .w . 4011_ �i .. ►'..t TYP E OF INSPECTION e_l QMTNSPECTION ❑ RE•INSPECTION RA Fl LD REP ESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. enI 017, 10... mm• go 1111b n or, as. t nos op QIN. "k1A.A.r.--- st.c.t--e--Vs..... (-A. * 3 R.-..... --f-,k4-2,Li V12,4.--r,--s. . , . It, •... w at. ... a ._ 1 t_... Ati - L_ walk- a a-..et ♦ /.- - • . _ . i /S !. .w . 4011_ �i .. ►'..t . 0 , C'ASk" %yN.G am -y0 O. sairov . sr :AI. A.Ar..tar. L IA_.... iA,.-■ RECEIVED FEB 7 2000 nFVFLOPMTMT • :'r.... '• m ' SAMPLES'OBTAINED :(NO:/SIZE/TYPE) f &� L %<1 ? !s .;: -"., 3:;r1:40%...1,9:':. .. �.:.. ; :.. , .,. ::':::SUMMARY.,: <...; ,, 1. ; �,.•,; To the best of our knowledge, all Items Inspected as noted above were es 0 Preliminary Observations in general conformance with the approved plans and specifications. 0 No 0 Deficiency Corrected — Report No. RA Fl LD REP ESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. enI 017, 10... mm• AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821-3914 TEST REPORT /Gt�NCRETE _ASTM C -39 GROUT TM C -1019 MORTAR (TYPE ) CMU (TYPE ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 ASTM C -140 PROJECT NAME • ( 11 PROJECT NO. REPORT NO. It ..61Alb . _ : . �..t .Y .. ... -ft. 4 -%14- j PAGE (Includes Test Reports) Z OF Z DATE 12:2J . °C) ` % -� G/ w-. 1 FIELD DATA • BATCH DATA SUPPLIER TYPE OF CEMENT '--. :'r( ACTUALAia a �/ V r 4/0 MIX NUMBER -----1)1a, - A. WEIGHTS PER YARD DESIGN TICKET NUMBER ! 1 i 9 G,? V CEMENT (LBS.) - / 7 7 TRUCK NUMBER -5-2-1S) FLY ASH (LBS.) BATCH SIZE, YD' 61 COARSE AGG. (LBS.) ( 15 �- ' i 2-0 TOTAL PLACED 3 OF 1 YDS3 COARSE AGG. (LBS.) , WATER ADDED, GALS. 12 t3 COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. - Zo�cz/l FINE AGG. (LBS.) � /' '7g / SO•-10 DRUM REVOLUTIONS 3 ".- WATER (LBS.) T" "7.5=t-r', 13 O'' BATCH TIME Q 7,c) AIR ENTRAINMENT SAMPLE TIME : /0 ADMIXTURE NO. U A j 0 . (7-4.... J1:) J FINISH TIME 1 : 2i, ADMIXTURE NO. po\Ar - 1 •7 18e) A E E DATA' .. � S MPL ,'AND T T S.l .. „ . ,..... SAMPLE SET 1 OF 1 LABORATORY SET # \ 1.5 I.D. #, 9 , ) . . SAMPLE LOCATION: 5, Q , S. ,r_- 7 \ ` i,.4,- DESIGN STRENGTH 400,0 PSI @ DAYS ..." ;'''TEST DATA' '. ; ;. ',. SPECIFIED ACTUAL TEST AGE (DAYS) "7 .��' 2-4S SLUMP (ASTM C -143) 5 t 1 z " SPECIMEN (NOJSIZE/TYPE) /(4.) L1 x'-2!5 AIR CONT. (ASTM C -173/C -231) DATE SAMPLED I .- -1 _ O AMBIENT TEMP . °F RECEIVE � a 4/G DATE RECEIVED SAMPLE TEMP. (ASTM C -1064) F€$ 7 zoos r 7 O' 1--- CURING CONDITIONS UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) O DEVVELM PMFNO T 'Nob appropriate bet method. It different from those Indicated SAMPLE STORAGE LOCATION AND COMMENTS 10 '. . Lei tl/ .r i .1+2 MEDIUM irj �►1 • 40 OIMIIMIIIIIIIMPIIIMPRIIIMIUMMIIIMMIIIII■a -at . •: C., 'tZ� FIE DREPR ENTA IVE ✓ REVIEWED BY TI.110 oennor to nnkietneoen noel IuIMADV Akin elm .IefT TA nUAW._e eeunt J1 nevteui ov n1112 DDn_IFl T &AANACIFQ AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG SHUMACHER Specimen Type: CONCRETE ASTM -C39 Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: AGRA Earth & Environmental, Inc.' 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034.8919 Tel (425) 820 -4869 Fax January 19, 20u (425) 821.3914 8.91 M- 12475 -C INTERNATIONALGATEWAY CORP 12421 PACIFIC HIGHWAY SOUTH N/A KEN SAHI N/A N/A N/A Mix and Field Data Cast Date: 12/2/99 Placement: N. THICKENED ELEV. SLAB P -2. Strength (Pc): Required : 4000 psi tip 28 Mix ID: 6010 Supplier: STONEWAY Load #: - Truck #: 406 Ticket #: 111030 Plant #: - Batch Size: 10 YDS Water: 10 GALS Admixture: - Time Batch Time: 7:30 Sample Time: 8:05 Finish Time: 8:25 Days Contractor: Inspector: DAVE BERNIER Slump (Inches) ASTM C -143: Air Content ('1.) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ( °F): Actual 5.5 64 Ambient Temp. ( °F): 51 Weather: OVERCAST Remarks: REFERENCE REPORT #45, SET 30. i Saecs, 6 N/A N/A 50 -90 Test Result Spec ID # ID 5701 A B C D Date Age Date Rec'd Tested (days) 12/3/99 ' 12/9/99 7 12/3/99 12/30/99 28 12/3/99 12/30/99 28 12/3/99 Nominal Specimen Size 6x12x0 6x12x0 6x12x0 Actual Area (sq In) 28.28 28.27 28.27 Compressive (Ibs) 116310 169730 167260 Break Types — (Cn) Cone, (CSp) Cone - Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Client: Yes File: Yes Producer: •Yes Others: Strength Brk. Type / % of (psl) Cure Req'd 4110 6000 5920 SH 103° CSP 150% CSP 148% HOLD RECEIVED FEB 7 2000. COMMUNITY' °AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Kirkland, Washington, U.S.A. 98034 -6918 Tel (425) 820-4669 Fax (425) 821 -3914 To: Sabey Construction, Inc. 101 Elliot Avenue W. Suite 400 Seattle, Washington 98119 Attn: Mark Velasquez c,. FIELD DOCUMENT TRANSMITTAL Date: January 06, 2000 Project No.: 8 -91 M- 12475 -C Project Name: International Corporate Gateway Park — Building C Project Manager: Permit No' Enclosed for your review and records are our most recent Daily Field Reports and asso correspondence pertaining to the above - referenced project. SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Inspection Report Laboratory Reports 49 Sets 25 -27 12/27/99 12/21/99 01/06/00 01/06/00 cc: Nelson - Bourdages, Inc. City of Tukwila Sabey Construction Field Office Attn: Robert Bourdages Attn: Permit #M198 -0156, D99 -0151. Attn: Mark Velasquez AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821.3914 DAILY FIELD REPORT PROJECT l.. NAME Y�iZ Ir 'vL{Ts- A'S togs Cam' - e.-..►^..• Rte. &>laA e PROD - i'22-17S- REPORT N ci ADDRESS \ZH 21 as..ASgc. c\s 1 %\ a. PERMIT NO. 1 99 • 0151 DATE I Z - Z7 -99 CLIE WEATHEji � .�J_Y /llr0 � A RA •ROJECTMANAGE -11i. AGRA FIELD REPRESENTATIV L■so, L ENO. A ER NO. PAGE(includesTsaRpaty OF , STRUCTURA ENGINEER L. ... ..,. ... ‘S ...„, a. ARCHITECT Pc- klekLrc►,-kc ''r klm . .. ,....... s CONTRACT Sa.�� TYPE Of INSPECTi C EW INSPECTION I�1I❑ RE-INSPECTION �J�i.k°1,q rt'' tea! r j� }I�A�IS:,I ��}y,,[+irG ; 9�� y *•• �i' f ,{.� C NTSV +�,, ,., �T •5` SAY' YiLY�'�.'`:•,�. r.c. '.- ��{I,.� 4 .:3 ;. w .=*:I.._u ,.. ''Ik�..��A`b��;1.�.} -«�+ ��%" �,` Pi..!:#. �-,. �zw�t. S�%. sht.. �+.' �c�,, �` 5i�c/. .rVOMME�., "f��'t'i"Kth.'..•„ %r, `�' • tM.' V�1�`.' b. Fn�:!r. 4 'hl�;�h..P!:t.Y:�"�1�,�:`•:��.. , ., �..:i {..; ._.. Ir 'vL{Ts- A'S togs Cam' - e.-..►^..• 1 ■SU Ne. _ 1,-34- t z l CA0 - cvervie---- v- D 1 3 A q,r,x q -% c a,,,d, . `t.„ e, 00<-.L. LL w,A) F' 6,4 11‘.,, Kit:,-443s- - 3 44 Sla . ,Q ci ds e 1 ' - e .. lei \, I.- - g 1tvu,a- calsw, I -DS . Plies- os ZL. 1 . P1\ c A,,,._c_,rr�- +sus �� 1 t 014,4) ".v.....\ ---� �- f•,M S v e.a-�r a �+-Scr \ f) SAMPLES OBTAINED (NOJSIZE/TYPE) 0-i) SUMMARY, ,� To the best of our knowledge, all items inspected as noted above were Ifv►E►s ❑ Preliminary Observations in general conformance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected — Report No. RA ELD REP SE ATIV REVIEWED BY �► AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122"' Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 TEST REPORT NCRETE ASTM C -39 GROUT STM C -1019 MORTAR (TYPE ) CMU (TYPE ) PRISM BC 21-17 SHOTCRETE ACI 506 R OTHER ASTM C -780 ASTM C -140 PROD L....-.. ...-,....s. _-: k$G1A-\<- S\1121 ROJECT NO. -110A-17.4-7S -C. REPORT NO bPAGE el . • (Includes Test Reports) OF Z„ DATE [2.- 2- .- _3 __ FIELD DATA BATCH DATA SUPPLIER eD TYPE OF CEMENT c MIX NUMBER 44.11 Q WEIGHTS PERYARD DESIGN ACTUAL J1d 1 TICKET NUMBER t..�Q I3-z. CEMENT (LBS.) "5 (.--Ito TRUCK NUMBER 7 q FLY ASH (LBS.) BATCH SIZE, YD3 l o ci COARSE AGG. (LBS.) il,iire, 182.10 TOTAL PLACED 5 OF 1 O3I'DS' COARSE AGG. (LBS.) WATER ADDED, GALS. 1 O COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. Z4 I FINE AGG. (LBS.) s . l / S`1 2.0 DRUM REVOLUTIONS WATER (LBS.) - I/ SO BATCH TIME e % 16 9 :Os. AIR ENTRAINMENT ADMIXTURE NO. 1 w4 2.7..S67 1 I O a1• SAMPLE TIME FINISH TIME ; /5 ADMIXTURE NO. 2 A->uA SAMPLE AND TEST DATA SAMPLE SET 1 OF 1 o O �j LABORATORY SET # (3 I D. 8 SAMPLE LOCATION: C,... 45 ak -- "7- 4-- b 1,v...ge DESIGN STRENGTH 4017 PSI @ze DAYS 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) "7,2812E, it SLUMP (ASTM C -143) Le te SPECIMEN (NOJSIZE/TYPE) 61 ! Ley! Zs% j Z- - Z 7 - •(j C� AIR CONT. (ASTM C -173/C -231) AMBIENT TEMP. °F Z G. /� DATE SAMPLED DATE RECEIVED SAMPLE TEMP. (ASTM C -1064) I ' l° CURING CONDITIONS UNIT WEIGHT (ASTM C -138) .,.__.. HIGH/LOW TEMPERATURES YIELD (ASTM C -138) 'Note appropriate fast methods H different from those Indicated SAMPLE STORAGE LOCATION AND COMMENTS A an A GIGI es G GQG\ITATI \/G esm /I Gt•,r,- !9V AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG SHUMACHER Specimen Type: CONCRETE ASIM -C39 Report Date: Protect #: Project Name: Project Address: Project Mgr: Architect: Engineer: PO Number: AGRA Earth 8 Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034.8918 Tel _r (425) 820-4669 December 21, 1939425) 821 -3914 8- 91M- 12475 -C INTERNATIONALGATEWAY CORP 12421 PACIFIC HIGHWAY SOUTH KEN SAHI Mix and Field Data Cast Date: 11/18/1999 Placement: SLAB ON METAL DECK @ 3RD FLOOR @ C BUILDING, Strength (fc): Required : 4000 psi @ 28 Days Mix ID: Supplier: Load #: Truck #: Ticket #: Plant #: Batch Size: Water: Admixture: Time Batch Time: Sample Time: Finish Time: 5557A STONEWAY 363 109307 9 YDS 15 GALS 9:01 10 :15 10:20 Contractor: Inspector: SANER KHILFEH Actual Secs. Slump (inches) ASTM C -143: 6 6 Air Content ( %) ASTM C -231: N/A Unit Weight (pcf) ASTM C -138: N/A Concrete Temp. ( °F): 62 50 -90 Ambient Temp. ( °F): 42 Weather: PARTLY CLOUDY Remarks: REFERENCE REPORT #40, SET 25. N/A Test Result Spec ID # ID 5616 A B C D Date Age Date Rec'd Tested (days) 11/19/1999 11/25/1999 7 11/19/1999 12/18/1999 28 11/19/1999 12/16/1999 28 11/19/1999 Nominal Specimen Size 6x12x0 6x12x0 6x12x0 Actual Area Compressive Strength Brit. Type/ % of (sq In) (Ibs) (pal) Cure Req'd 28.27 123390 4360 SH 109% 28,28 167380 5920 CSH 148% 28,28 169280 5990 CSH 150% HOLD Break Types -- (Cn) Cone, (CSp) Cone .Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Client: Yes File: Yes Producer: Yes Others: AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG SHUMACHER Specimen Type: CONCRETE ASTM -C39 Report Date: Project #: Project Name: Project Address: AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034 -8918 Tel (425) 820 -4889 December 21, 15M425) 821 -3914 8 -91M- 12475 -C INTERNATIONALGATEWAY CORP 12421 PACIFIC HIGHWAY SOUTH Project Mgr: KEN SAHI Architect: Engineer: PO Number: Mix and Field Data Cast Date: 11/18/1999 Placement: SLAB ON METAL DECK Q 3RD FLOOR © C BUILDING. Strength (f'c): Required : 4000 psi © 28 Days Mix ID: 5557A Supplier: STONEWAY Load #: Truck #: 323 Ticket #: 109388 Plant #: Batch Size: 9 YDS Water: 10 GALS Admixture: - Time Batch Time: Sample Time: Finish Time: 11:22 12:05 12:15 Contractor: Inspector: SANER KHILFEH Actual Slump (Inches) ASTM C -143: 6 Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ( °F): 66 Specs. 7.25 N/A N/A 50 -90 Ambient Temp. ( °F): 44 N/A Weather: PARTLY CLOUDY Remarks: REFERENCE REPORT #40, SET 26. Test Result Spec ID # ID 5617 A B C D Date Rec'd 11/19/1999 11/19/1999 11/19/1999 11/19/1999 Date Age Tested (days) 11/25/1999 12/16/1999 12/16/1999 7 28 28 Nominal Specimen Size 6x12x0 6x12x0 6x12x0 Actual Area Compressive (sq in) (lbs) 28.27 120850 28.28 153830 28.28 157630 Break Types — (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Client: Yes F e: Yes Producer: Yes Others: Strength. Brk. Type/ % of (psi) 4270 5440 5570 Cure Req'd SH CSH CSH HOLD 107% • 136% 139% •AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG SHUMACHER Specimen Type: CONCRETE ASTM -C39 Report Date: Project #: Project Name: Project Address: AORA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034-6918 Tel (425) 820 -4669 December 21, 1999 (425) 821 -3914 8 -91 M- 12475 -C INTERNATIONALGATEWAY CORP 12421 PACIFIC HIGHWAY SOUTH Project Mgr: KEN SAHI Architect: Engineer: PO Number: Mix and Field Data Cast Date: 11/18/1999 Placement: SOUTH BALCONY DECK 3RD FLOOR BUILDING C. Strength (fc): Required : 7000 psi @ 28 Days Mix ID: 6950 -A Supplier: STONEWAY Load #: - Truck #: 343 Ticket #: 109455 Plant #: - Batch Size: 10 YDS Water: - Admixture: - Time Batch Time: 13 :55 Sample Time: 15 :00 Finish Time: 15 :25 Contractor: Inspector: DAVE BERNIER Actual, Specs. Slump (Inches) ASTM C -143: 5 5±1 Air Content ( %) ASTM C -231: N/A Unit Weight (pct) ASTM C -138: N/A Concreto Temp. ( °F): 61 50 -90 Ambient Temp. ( °F): 49 Weather: PARTLY CLOUDY Remarks: REFERENCE REPORT #40, SET 27, N/A Test Result Spec ID # ID 5615 A B C D Date Age Date Recd Tested (days) 11/19/1999 11/25/1999 7 11/19/1999 12/16/1999 28 11/19/1999 12/16/1999 28 11/19/1999 Nominal Specimen Size 6x12x0 6x12x0 6x12x0 Actual Area Compressive Strength (sq In) (Ibs) (pci) 28.27 167980 5940 28.28 208320 7370 28.28 206380 7300 Break Types — (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Client: Yes File: Yes Producer: Yes Others: Brk. Type/ % of Cure Req'd SH 85% CSH 105% CSH 104% HOLD AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Kirkland, Washington, U.S.A. 98034 -6918 Tel (425) 820-4669 Fax (425) 821 -3914 FIELD DOCUMENT TRANSMITTAL To: Sabey Construction, Inc. 101 Elliot Avenue W. Suite 400 Seattle, Washington 98119 Attn: Mark Velasquez Date: January 17, 2000 Project No.: 8-91M-12475-C Project Name: International Corporate Gateway Park — Building C Project Manager: Permit N Enclosed for your review and records are our most recent Daily Field Reports and a correspondence pertaining to the above - referenced project. SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Inspection Report Laboratory Reports 51, 60 Sets 28 01/04- 01/10/2000 01/06/2000 01/17/00 01/17/00 cc: Nelson - Bourdages, Inc. City of Tukwila Sabey Construction Field Office Attn: Robert Bourdages Attn: Permit #MI98 -0156, D99 -0151 Attn: Mark Velasquez CITY OF RECEIVED JAN 242000 PERMIT CENTER AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 DAILY FIELD REPORT PROJECT NAME .� R . A A. \ v'1[ ,r1 T t. �i �I• e C.. PROJECT NO. r / 75`t REPORT NO. �� ADDRESS Vti\A J -- kk '-- A to Yre-tt k t= COAA.:‘ , 1/4 \61:::. INa..-A PERMIT NO. 'Ocict -bi5/ WEATHER ■••. DATE 1- Jo - ©� PAGE (Includes Test Reports) 1 OF ...�� V.L.■,,s\ka, I � CLIE Cc • i a <-- \\4• STRU TUR ENGINEER AGRA PROJECT MANAGER/ HONE NO. ARCHITECT SAMPLES OBTAINED (NO./SIZE/TYPE) AGRA FIELD RE PRESE TIVE/PAGER NO. CON 9ACy�T ?(+` �.r -4" —� SUMMARY. To the best of our knowledge, all items inspected as noted above were es ❑ Preliminary Observations in general conformance with the approved plans and speqications. ❑ No ❑ Deficiency Corrected TYPTYPEOFINSPECTI j� WINSPECTION trI' t". I IAA A.k ❑ RE- INSPECTION COMMENTS tl. -I a..:. w* *, * t t. -e. a.. 11.06. AWN. 7 _ A. . . ea 41 A a 0 t om . 11 11 (_ P 1 ' t -1` 1 \ A c - - 1 t . � (C ' C_ -�. - 1 , - ' . - - 4 e i + ' � \ c 1 -a,.i..- - - , - . , V ( -\ vs Vile-. Mo, Z. 9 . .� — 5'S . \ i * L LCA$14-S Vti\A J -- kk '-- A to Yre-tt k t= COAA.:‘ , 1/4 \61:::. INa..-A U , C%ti'`--1..! bll c !�►CA k 0 ∎ v` -)' -\ 1te e7 ¢ r-1 lr-N-' . \ S r'' �. - \- - �' - l g..,:rlinees., el.........4z,,_ai i a <-- \\4• f■-e-"c- CITY OF TUKWILA JAN PERMIT CENTER SAMPLES OBTAINED (NO./SIZE/TYPE) SUMMARY. To the best of our knowledge, all items inspected as noted above were es ❑ Preliminary Observations in general conformance with the approved plans and speqications. ❑ No ❑ Deficiency Corrected - Report No. AG' • D R PRESENT IVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122n° Way, Suite 100 Tel (425) 820.4669 Kirkland, Washington 98034 Fax (425) 821-3914 DAILY FIELD REPORT PROJECT NAME /� 11 � '• ■_•41114,7NT 7•O.7'l ( lrr:✓%y L / R /!/e4 `c- •" PROJECT NO. / (7r�,'i- /..297J : -`--� REPORT'/l \/ ADDRESS /,i�i {� ' �.�, S v T.�G, / �,4 - -- 4 C ' "A ret Li l: w t' Jf'.ip/s- ri,4/? e;/4''/ PERMIT NO. �r� —( / / DATE /1 , �t7 CLIENT l,' 4.),-.5- .. r ^ ` ' ! C f e / 4 d ' 4,4*-,-, t • _ C c / 7 e / .. 6 I "! C n t )////e, ., 7 76 /4+o -C( P � tp I /4,'/ -i/ Co C. . 4 7as' D / /A.-. ....if /6", - . 4 pc!. rle),, c.c. ( e. t ... , c . 1 1.-/‘ i: 1 - c : , ') c.' //' 14).....1. 74.34, i....... er.. P.1 / f/ ge,,_. a ---- WEATHER / �(,/c�r.. :s'.J PAGE (Includes T� eports) / OF STRUCTURAL. ENGINEEA • SUMMARY CITY OF TUKWILA . . To the best of our knowledge, all items Inspected as noted above were `7Yes ❑ Preliminaryrtar tins000 in general conformance with the approved plans and speatlons. ❑ No ❑ Deficiency tWected - Report No. AGRA PROJECT MANAGER/PHONE NO. ARCHITECT / /r h 11' ./" i, .279e,...',.7._&.-..A./..;,,v4, AGRA FIELD REPRESENTATIVE/PAGER NO, '�'5- 76 'f 3` V TYPE OF INSPECTION '� NEW INSPECTION Z• k 4 .,. / RC, /7<.)1 d'i/ ❑ RE.INSPECTION CONTRACTOR • 'T��t' L„ COMMENTS Y `� / ��i //� tor.; 0 (" o /.. _ . 7�� ,e1„. ��,.r. �,:, Gl' / /.- r• .� Za✓ /' %'.f9el/ TnS r 1:0•- b' r 'Jjtl /T ( S•. e?r/ / .C� /4 ,c, ' t/.�c/C/ i C %/. T /G <= T k1.9 .y /..f' ...4?-/P,14 /. i, /l 1✓4.S44 t'Ct Tr k_ it : C• I' /C... ,o - -- 4 C ' "A ret Li l: w t' Jf'.ip/s- ri,4/? e;/4''/ /4 4' 0 / o:•-' G.ev iner%.. C,.4'_C ICt:.x-i rt_.u:C..) .. // c:'e, CC.pr�'.� P• r / * ,E • ,-16-"p_,, &A%, lc '// 4 $ s p- e•(,,y!-. / / /sz.,-, c It c// 4.),-.5- .. r ^ ` ' ! C f e / 4 d ' 4,4*-,-, t • _ C c / 7 e / .. 6 I "! C n t )////e, ., 7 76 /4+o -C( P � tp I /4,'/ -i/ Co C. . 4 7as' D / /A.-. ....if /6", - . 4 pc!. rle),, c.c. ( e. t ... , c . 1 1.-/‘ i: 1 - c : , ') c.' //' 14).....1. 74.34, i....... er.. P.1 / f/ ge,,_. a ---- SAMPLES :OBTAINED (NO./SIZE/TYPE) / /% •`f riFr.Fuo -0 • SUMMARY CITY OF TUKWILA . . To the best of our knowledge, all items Inspected as noted above were `7Yes ❑ Preliminaryrtar tins000 in general conformance with the approved plans and speatlons. ❑ No ❑ Deficiency tWected - Report No. AGRA FIELD REPRESENTATIVE PERMIT CNTER REVIEWED BY 'IS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER CI, AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122"d Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 DAILY FIELD REPORT (cont.) PROJECT NAME .- •4 <' /6 P k /s r C" ' PROJECT NO. aa,,, v25-7s� c REPORT. 4291;2/ / 's G "I • C /7C:,/ v, _� • �2 , 44, , / C1�� PAGE (IncludesTent Repone)) ti's OF !%� DATE /AA) COMMENTS 1. / �� / / //? l/�! 7� t10 4 / ! �/� /T- (�P/ . •r. e/ -7L l-- 9 /� `7i Jh S 4/ .71Z ,nc'Th �l �. 5^ / /��.ece,.n. /kS Aci p',./- /•Ha 1 C' ..47 J. T 7C".• C.;'/.t:n-; / i // /1/ I / / / r re, L/ �� lea v �? - e - / ' ' C_cJN�•?c.Tor�_j 7/�.•+ P/ Ca f P c:/ G.r/r'.Or, / "S �',/ C,e. . ,/q Ir°Lit;G✓ v-r rt,v,'0•.)> , e,&., ,_!J_ G,P/,•611 7 7 5' / .�/,", . _,7'✓u: /v - i 1 , C' j -T 7 YYdr X t. S � Y? +1 (b ,..- p '..63 <:) )••• - 1 e l.' J'L? .C- 1- ' I l''' / /_�'t7 ....i1 C.,;, e -bc.] •'■ . ` � �-. C' w 7h`•' ," IJi?e7 ("3u 745 744,‘ c r-/:. it10�.n c: • 'r, re . rt. ii., , pity.,.. C .1 c/ sikatle, .r,--..L....74:„,...,$ . ,4P7.-i',-,...., F C'.S f o e- 72%;'/ cc. /' NV � ^ // c_ :).) - x ,: I/ S 71//( Lim c / ' f iC.l / 4, f�+hC- �,.1c7 /IC_ /-S S �• F f)✓1C�D.n�•'y .I4'!• ry d p9C �1:,1cir / i'bt a. /.:JJ f? Ht l'..n. 1 e7 l'i. • "i 'c +:• % /Cs1.^ .S• �i / v/ Y' / S (� 44,e-.4. �U / i44 C C.. 4- - [: 3 /•„ � _ . 4...... iNt 4' i �C 'C o %/ ..., ✓4 /. RECEIVED CITY OF TUKWILA JAN 2 4 2000 PERMIT CENTER A RA FIELD REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report Is not intended to be transmitted to a third party by any means, except in full, .. .......u. .., t_ .. enrs A C..a, e..a C..,,t..,....,oneol In.. 0 AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG SHUMACHER Specimen Type: CONCRETE ASTM -C39 Report Date: Project 0: Project Name: Protect Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034-6918 Tel (425) 820 -4869 January 6, 2000 Fax (425) 821 -3914 8 -91M- 12475 -C INTERNATIONALGATEWAY CORP 12421 PACIFIC HIGHWAY SOUTH N/A KEN SARI N/A N/A N/A Mix and Field Data Cast Date: 11/29/1999 Contractor: Placement: SLAB ON DECK, 4TH FLOOR, BLDG C, B AND G LINE. Strength (f'c): Required : 4000 psi cQ 28 Days Mix ID: 6010 Supplier: STONEWAY Load #: - Truck #: 301 Ticket #: 110461 Plant #: - Batch Size: 12 YDS Water: 12 GALS Admixture: - Time Batch Time: 7:50 Sample Time: 9:00 Finish Time: 9:20 Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C -143: 6 7 Air Content ( %) ASTM C -231: N/A Unit Weight (pcf) ASTM C -138: N/A Concrete Temp. ( °F): 68 50 -90 Ambient Temp. ( °F): 48 Weather: RAIN Remarks: REFERENCE REPORT #41, SET 28. N/A Test Result Spec ID # ID Date Rec'd 5674 A 11/30/1999 B 11/30/1999 C 11/30/1999 D 11/30/1999 Date Tested 12/6/1999 12/27/1999 12/27/1999 Age (days) 7 28 28 Nominal Specimen Size 6x12x0 6x12x0 6x12x0 Actual Area Compressive Strength Brk. Type/ % of (sq In) abs) (psi) Cure Req'd 28.28 104280 3690 SH 92% 28.27 156750 5540 CSH 139% 28.27 155910 5520 CSP 138% HOLD Break Types -- (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Client: Yes File: Yes Producer: Yes Others:. RECEIVED CITY OF 7I IE•'.� "' .A JAN 2 4 2000 PERMIT CENTER °AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Kirkland, Washington, U.S.A. 98034 -8918 Tel (425) 820 -4889 Fax (425) 821 -3914 FIELD DOCUMENT TRANSMITTAL To: Sabey Construction, Inc. 101 Elliot Avenue W. Suite 400 Seattle, Washington 98119 Attn: Mark Velasquez Date: October 20, 1999 Project No.: 8-91M-12475-B Project Name: International Corporate Gateway Park — B Project Manager: Ken Sahi Permit No.: D99 -0006 Enclosed for your review and records are our most recent Daily Field Reports and associated field correspondence pertaining to the above - referenced project. SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Laboratory Report cc: Set 43 10/14/99 10/20/99 Nelson- Bourdages, Inc. City of Tukwila Sabey Construction Field Office S:IWOROPROCtField Document Transmittals112000s11247548.wpd Attn: Robert Bourdages Attn: Permit #D99 -0006 Attn: Mark Velasquez AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG SHUMACHER Specimen Type: CONCRETE ASTM -C39 Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 980346919 Tel (425) 820 -4669 Fax (425) 821-3914 October 14, 1999 8 -91M- 12475 -B INTL. GATEWAY PARK BLDG -B 12421 - PACIFIC HIGHWAY SOUTH D99 -0006 KEN SAHI Mix and Field Data Cast Date: 10/2/99 Contractor: Placement: SLAB ON METAL DECK, 2ND FLOOR GRIDS 2 TO 3.3 FROM A TO C. Strength (f'c): Required : 4000 psi @ 28 Days Mix ID: 01600 Supplier: MILES Load #: - Truck #: 41 Ticket #: 477914 Plant #: - Batch Size: 10 YDS Water: 15 GALS Admixture: - Time Batch Time: Sample Time: 8:15 Finish Time: Inspector: MARK McBRIDE Actual Slump (Inches) ASTM C -143: 5 Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ( °F): 63 Ambient Temp. ( °F): 51 Weather: CLEAR 7:10 Remarks: REFERENCE REPORT #52, SET 43. seats. 5 N/A N/A 50 -90 N/A Test Result Spec ID # ID 5078 A B C D Date Rec'd 10/3/99 10/3/99 10/3/99 10/3/99 Date Tested 10/8/99 Age Nominal (days) Specimen Size 7 4x8x0 28 28 Actual Area (sq In) Compressive (Ibs) 12.57 55510 Break Types -- (Cn) Cone, (CSp) Cone - Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution f V Client: Yes File: Yes Producer: Yes Others: Strength Brk. Type/ % of (psi) Cure Req'd 4420 CSH 110% HOLD • AGRA ENGINEERING GLOBAL SOLO 11ONS 11335 N.E. 122nd Way, Suite 100 Kirkland, Washington, U.S.A. 98034 -6918 Tel (425) 820-4669 Fax (425) 821 -3914 FIELD DOCUMENT TRANSMITTAL To: Sabey Construction, Inc. 101 Elliot Avenue W. Suite 400 Seattle, Washington 98119 Attn: Mark Velasquez ReGEN 00- 2 '1999 Date: October 20, 1999 Project No.: 8-91M-12475-C Project Name: International Corporate Gateway Park — Building C Project Manage Permit N Enclosed for your review and records are our most recent Daily Field Reports and correspondence pertaining to the above - referenced project. SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Inspection Report Laboratory Reports Fab 2 Sets 16 -18, 23 10/11/99 10/13- 10/15/99 10/20/99 10/20/99 cc: Nelson - Bourdages, Inc. City of Tukwila Sabey Construction Field Office Attn: Robert Bourdages Attn: Permit #MI98 -0156, D99 -015.1 Attn: Mark Velasquez S:IWORDPROCIFIeId Document Transmittals‘12000s112475 -C,wpd AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 DAILY FIELD REPORT PROJECT NAME �..4t 5^> / G 1 7 ./ PROJECT NO. E/944, -/24'73'- C REPORT NO. .'c>..b DATE /a /i %f' PAGE(IncludesTestReports) / OF ADDRESS -- - -� - -, 1L8 /4,.r71is PERMIT NCO, ..7 20: "— 0)5rI CLIENT � �, Y WEEAAT'HERR I: .L (4J/,' STRUCTURAL ENGINEER AGRA PROJECT MANAGER/PHONE NO. 44, s ,e. ARCHITECT AGRA FIELD REPPRRF }SENTATIVE/PAfG ER NO. / ���, • C/ C / G CONTRACTOR TYPE OF INSPECTION // NEW INSPECTIGN /✓ ik� ❑ RE•INSPECTION COMMENTS �J /� r / . 1 2221 c'/Yi ii o.,. S. '7Z 9" /9%)C -C41lei G.•e /4. ;arc �/un 1 - .:/�C./ r :( C C / L /c-t/$ cs h. c w / t +• ! Ig, /,4 me) er,.._ . ,L. C .Lf//,e8V c c ,- /, c, 4. 0. (,)., / 4 / /lv, h U•_�t D� { cc.„; — a r 7O % J C(, (i) /5c, o) /6-,., /.‹// /7C /7 /I, /7/14 /7 /.• /c /o hi /a /A/ • 1 /02 33 /0 D /U Z. /= C i 7 (ED /U2 A., /4 S iiL /05 .E/ /0■S4 /.0e., /07 4 / // i,7 , / /OA.'/ �/� ///P (2) / //S, //a /r/<,()� //F (2) / / //�.ti � ? /f../c_ P/ r< < S ,iii- i 4. /`. 4-6..,eit_ G -- r ee AP �6/ 4 e 7c/.;t c 1IC / ,-/14. lS 2// sr, ct4/et_ C 4i.c L ./� eb,-. w� -r..� Lg.,' .T /Q4.. S. 4.,,,, ���, /�� c ✓10 C' S'G /e- r. G • i' s Q r 7Lh cC QA C t S /it,Qy `� CN.'`Il/ SAMPLES OBTAINED (NOJSIZE/TYPE) SUMMARY To the best of our knowledge, ali items inspected as noted above werees ❑ Preliminary Observations in general conformance with the appr plans and specifications. / ❑ No ❑ Deficiency Corrected - Report No. AGRA FIELD REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY. AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG SHUMACHER Specimen Type: CONCRETE ASTM -C39 Report Date: Project #: Project Name; Project Address: AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034.6919 Tel (425) (425) 820 -4669 October 14, 1999 (425) 821.3914 8 -91 M- 12475 -C INTERNATIONALGATEWAY CORP 12421 PACIFIC HIGHWAY SOUTH Project Mgr: KEN SAHI Architect: Engineer: PO Number: Mix and Field Data Cast Date: 9/9/99 Contractor: Placement: SLAB ON DECK/ TOPPING SLAB BETWEEN LINES B AND F TO 1 -7. Strength (f'c): Required : 4000 psi © 28 Days Mix ID: Supplier: Load #: Truck #: Ticket #: Plant #: Batch Size: 10 YDS Water: Admixture: Time Batch Time: Sample Time: 7:00 Finish Time: Inspector: WILLIAM SANDES 345163 Actual Specs. CADMAN Slump (Inches) ASTM C -143: 5.5 4±1 Air Content ( %) ASTM C -231: N/A 264 Unit Weight (pcf) ASTM C -138: N/A 34821 Concrete Temp. ( °F): 64 50 -90 Ambient Temp. ( °F): 57 Weather: CLEAR N/A 6:06 Remarks: SAMPLE "B" DID NOT MAKE REQUIRED STRENGTH, THEREFORE SAMPLES "C" AND "D" WILL BE TESTED AT 56 DAYS. REFERENCE REPORT #26, SET 16. Test Result Spec ID # ID Date Age Date Recd Tested (days) 4862 A B C D 9/10/99 9/16/99 7 9/10/99 10/7/99 28 9/10/99 56 9/10/99 56 Nominal Specimen Size 6x12x0 6x12x0 Actual Area Compressive Strength Brk. Type/ • % of (sq In) (Ibs) (psi) Cure Req'd 28.28 80430 2840 SH 71% 28.28 99500 3520 SH 88% Break Types -- (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Client: Yes File: Yes Producer: Yes Others: AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOTAVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG SHUMACHER Specimen Type: CONCRETE ASTM -C39 Report Date: Project #: Project Name: Project Address: AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034 -6919 Tel (425) 8204669 Fax (425) 821-3914 October 15, 1999 8 -91 M- 12475 -C INTERNATIONALGATEWAY CORP 12421 PACIFIC HIGHWAY SOUTH Project Mgr: KEN SAHI Architect: Engineer: PO Number: Mix and Field Data Cast Date: 9/15/99 Placement: A LINE FTG BETWEEN 2 -3 AND ALSO COLUMNS. Strength (f c): Required : 7000 psi @ 28 Days Mix ID: 6950 -A Supplier: STONEWAY Load #: Truck #: 422 Ticket #: 729646 Plant #: Batch Size: 10 YDS Water: 10 GALS Admixture: - Time Batch Time: Sample Time: Finish Time: 12:58 3:10 3:15 Contractor: Inspector: GEORGE HOWARTH Actual Specs. Slump (Inches) ASTM C -143: 6.75 6 Air Content ( %) ASTM C -231: N/A Unit Weight (pcf) ASTM C -138: N/A Concrete Temp. ( °F): 74 50 -90 Ambient Temp. ( °F): Weather: N/A 62 N/A Remarks: REFERENCE REPORT #26, SET 17. Test Result Spec Date Age ID # ID Date Rec'd Tested (days) 4943 A 9/16/99 9/22/99 7 B 9/16/99 10/13/99 28 C 9/16/99 10/13/99 28 D 9/16/99 Nominal Specimen Size 6x12x0 6x12x0 6x12x0 Actual Area Compressive Strength (sq'in) (lbs) (Psi) 28.29 175560 6210 28.28 209110 7390 28.28 210650 7450 Break Types -- (Cn) Cone, (CSp) Cone - Spilt, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Client: Yes File: Yes Producer: Yes Others: Brk. Type/ % of Cure Req'd SH CSH CSH HOLD 89% 106% 106% AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG SHUMACHER Specimen Type: CONCRETE ASTM -C39 Report Date: Project #: Project Name: Project Address: AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034.6919 Tel (425) 820 -4669 Fax (425) 821-3914 October 14, 1999 8 -91M- 12475 -C INTERNATIONALGATEWAY CORP 12421 PACIFIC HIGHWAY SOUTH Project Mgr: KEN SARI Architect: Engineer: PO Number: Mix and Field Data Cast Date: 9/9/99 Contractor: Placement: CONCRETE WALL LINE 8 FROM B -E. ELEVATION 8 -12 ". Strength (fc): Required : 4500 psi @ 28 Days Mix ID: 345163 Supplier: CADMAN Load #: Truck #: 411 Ticket #: Plant #: Batch Size: 12 YDS Water: - Admixture: - Time Batch Time: 5:49 Sample Time: 8:00 Finish Time: 8:15 Inspector: SATNAM SINGH Slump (inches) ASTM C -143: Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: 34233 Concrete Temp. ( °F): Actual Specs.. 4.5 6 N/A N/A 67 50 -90 Ambient Temp. ( °F): 59 Weather: CLEAR N/A Remarks: SAMPLES "C" AND "D" WERE CAPPED. REFERENCE REPORT #27 -A, SET 17. Test Result Spec ID # ID 4857 A B C D Date Age Date Rec'd Tested (days) 9/10/99 9/15/99 7 9/10/99 10/7/99 28 9/10/99 10f7/99 28 9/10/99 10/7/99 28 Nominal Specimen Size 6x12x0 6x12x0 6x12x0 6x12x0 Actual Area Compressive Strength Brk. Type/ % of (sq in) (Ibs) (psi) Cure Req'd 28.29 • 111520 3940 SH 88% 28.28 122400 4330 SH 96% 28.28 126130 4460 CSH 99% 28.28 127820 4520 CSH 100% Break Types -- (Cn) Cone, (CSp) Cone .Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Client: Yes e: Yes Producer: Yes Others: AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG SHUMACHER Specimen Type: CONCRETE ASTM -C39 Report Date: Project #: Project Name: Project Address: AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034-6919 Tel (425) 820 -4669 Fax (425) 821-3914 October 15, 1999 8 -91M- 12475 -C INTERNATIONALGATEWAY CORP 12421 PACIFIC HIGHWAY SOUTH Project Mgr: KEN SAHI Architect: Engineer: PO Number: Mix and Field Data Cast Date: 9/15/99 Placement: FOOTING ALONG A 11 -2. Strength (f'c): Required : 4000 psi © 28 Mix ID: 5508 Supplier: STONEWAY Load #: - Truck #: 364 Ticket #: 729725 Plant #: - Batch Size: 9 YDS Water: Admixture: Time Batch Time: 3:42 Sample Time: 4:10 Finish Time: 4:15 Days Contractor: Inspector: GEORGE HOWARTH Actual Saecs. Slump (Inches) ASTM C -143: 7.5 6 Air Content ( %) ASTM C -231: N/A Unit Weight (pct) ASTM C -138: N/A Concrete Temp. ( °F): 72 50 -90 Ambient Temp. ( °F): 61 N/A Weather: N/A Remarks: SAMPLE "D" WILL BE TESTED AT 56 DAYS. SAMPLE "A" HAD A LOW BREAK, PLEASE REVIEW. REFERENCE REPORT #26, SET 18. Test Result Spec ID # ID 4944 A B C D Date Age Date Rec'd Tested (days) 9/16/99 9/22/99 7 9/16/99 9/29/99 14 9/16/99 10/13/99 28 9/16/99 56 Nominal Specimen Site 6x12x0 6x12x0 6x12x0 Actual Area Compressive Strength Brk. Type/ % of (sq in) abs) (psi) Cure Req'd 28.29 65100 2300 SH 58% 28.28 82910 2930 SH 73% 28.28 94390 3340 SH 83% Break Types -- (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Client: Yes File: Yes Producer: Yes Others: AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG SHUMACHER Specimen Type: CONCRETE ASTM -C39 Report Date: Project #: Project Name: Project Address: AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034 -6919 Tel (425) 820 -4669 Fax (425) 821-3914 October 13, 1999 8 -91M- 12475 -C INTERNATIONALGATEWAY CORP 12421 PACIFIC HIGHWAY SOUTH Project Mgr: KEN SAHI Architect: Engineer: PO Number: Mix and Field Data Cast Date: 9/30/99 Placement: 6 @ D. Strength (f'c): Required : 4000 psi © 28 Days Mix ID: 5508 -A Supplier: STONEWAY Load #: Truck #: 301 Ticket #: 732634 Plant #: Batch Size: Water: Admixture: Time Batch Time: 6:45 Sample Time: 7:25 Finish Time: 10:00 12 YDS Contractor: Inspector: TYAIN HOEL Actual Specs. Slump (inches) ASTM C -143: 6 6 Air Content ( %) ASTM C -231: N/A Unit Weight (pcf) ASTM C -138: N/A Concrete Temp. ( °F): 65 50 -90 Ambient Temp. ( °F): 50 Weather: CLOUDY Remarks: REFERENCE REPORT #35, SET 23. N/A Test Result Spec ID # ID 5056 A B C D Date Rec'd 10/1/99 10/1/99 10/1/99 10/1/99 Date Age Tested (days) 10/7/99 7 6x12x0 28 28 Nominal Specimen Size Actual Area Compressive (sq in) (lbs) 28.28 94450 Break Types -- (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution 4, Client: Yes File: Yes Producer: Yes Others: Strength Brk. Type/ % of (psi) Cure Req'd 3340 SH 83% HOLD AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Kirkland, Washington, U.SA. 980346918 Tel (425) 820-4869 Fax (425) 821 -3914 To: Sabey Construction, Inc. 101 Elliot Avenue W. Suite 400 Seattle, Washington 98119 Attn: Mark Velasquez FIELD DOCUMENT TRANSMITTAL Date: January 24, 2000 Project No.: 8 -91 M- 12475 -C Project Name: International Corporate Gateway Park — Building C Project Manager: Permit N Enclosed for your review and records are our most recent Daily Field Reports and as correspondence pertaining to the above - referenced project. .M1980`1' D99 -015 eld SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Inspection Report Laboratory Reports EI -01, 52 -53 Sets 28, 31 -32 01/13 - 01/18/00 01/07- 01/13/00 01/26/00 01/26/00 cc: Nelson - Bourdages, Inc. City of Tukwila Sabey Construction Field Office S:IWORDPROC1FIsld Document Tr.nsmNbls %12000 12478C.wpd. Attn: Robert Bourdages Attn: Permit #MI98 -0156, D99 -0151 Attn: Mark Velasquez AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122,4 Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821-3914 DAILY FIELD REPORT PROJECT NAME oa • , r . ..r". .. .... . PROJECT NO. - .Z. •-; a ... REPORT NO. gl '-'0/ ADDRESS /24/2/ PdedA7c. //edA' s. / rer.40.1/44 PERMIT NO. •1098 -vi ArG DATE / / 3 .4/4 CLIENT .../■44(36 le. C.eP .4.15 $7 WEATHER PAGE (Includes Test Reports) OF 1 STRUCTURAL ENGINEER AGRA ,3ROJECT MANAGER/PHONE NO. I< x —41 .17 ,e tot 1 ARCHITECT AGRA FIELD REPRESENTATIVE/PAGER NO. ilAWthike 4144 .114 44 Ze c'4 CONTRACTOR • .--.5--943 z t/' asuls 77 TYPE OF INSPECTION 0 NEW INSPECTION e-/F., 0 RE•INSPECTION -1, Cog MENTS :. , ; . : , :,,,, ';::' 'f, , -1.:•:....f-;).:0-:=..T.:.',, ': .-- :,.. ,.,...'f;tjt,, At), "43 i r As gEctozze5rZ'..b -722 NAttE .1 k;w4fL fdlovi"Ed.redAl d■fi' fl/. eLE 810 f Tea•A) 2.:fieS A3 ze/Z2)14.fer- ('. _ / 7r* AiepArni E Le 4 77,0A) a, /32,f, Lity46- o_., Ales 4 7-,4,4(.e £ AL. ei.EvAirr."....15 3 ,4"90- ,r‘zix A /$ 6is 4.eve.o rw. Li ,A) al L.494 noio r Air' ..y.,4' 'AEA. .4 L.. La C TA" 4.1.5 /AO 4> 15 ire h f d /Lid 1,/.11/$1,13/rr ' , 7-41/4 DM. etP4OL.4 TV04 /.1 L4a .5 7- LacLY a_Ai zzo. 4 D Aar e- A 42,91z-sex/fee /Ai ALlosz ee,417: 4,FF2Acz.se_e_we..,r As L/, ..1 ' 'A $ ALE TX/Xe9,4■41 0 di r riVe. if, A$ 5 r- eLEI/e4 7-erad die- 6 44,i5 0-040Z ('4,./ 7- /e5 24/4IO .41,ez.-P 4 4-.4e.t 1 7: t g4-41- iiEe..e).65r4.1.06 7',#k- e,ries ii.v..glii.e,9e1.r2,4ed' AZ5 ,e,..- Jo 1 ge.- .ire:4 Inv 7'V . a e 46,77,5,44 A.1.1, d4 ,s,,,J r■ .41 de ..1.Er zelc, re+ ,eektie it) AAJ I) Riadel-cdk *dr floe31_,€1.1 .#21Y-46, 4i4V7- Alke-ii, Fie 41.440 1.1 ,e-Pd.r.:.%0Ez.37:41 ri.e6 ulove LP Li te&: nt• .69. #.1.e.5Z4.1 7. #7 7-44, 1deArr'/.4..e.- 7 4'Aisat4 PO P1-4 4iiii/r,- e_0,437-zoz- AaP 7D A/0/4, Fier-ale rol-ozVEiceS ' SAMPLES OBTAINED INOJSIZE/TYPE):',''..?,,I..CW,..'W' ...' -/- .1:-I'r '--;' •i'' '.:',.:, : ;\-• .... . ' ' ...k .-!,,'... ..".,:-.. • ' ,, . , ., : ,, --:....., - - -.,- SUMMARY , '..; - ., • - ' - -4114..*-.1.•:tZ;;Y''''''1,1s.;;'...q2-f.,;'';',,- -;., To the best of our knowledge, all items inspected as noted above were 0 Yes 0 Preliminary Observations in general conformance with the approved plans and specifications. 0 No 0 Deficiency Corrected - Report No, AGRA FJEtD REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821-3914 DAILY FIELD REPORT PROJECT NAME . 1 syric PROJECT NO, siii,i4.1.2_44-7s-c REPORT NO. 51 .-L-■ ke \k' (\a\ -'1‘. --ek-an_..wt.14,___\.. ADDRESS I 2•44 7-- ‘ PCX4ACX-C---, ---\11%) S - e'.-"c•U 1 t V.-.40N) Lka PERMIT NO . CYlci - 01 5- 1 DATE CLIE 41-1- i■ A :ISC)1 % A orkklet \J a \-41/4 Satyr) 4c)exANic- r\..,,....,k-k,e—S tte‘_S■C\-fie- .-/e./ • WEATHER S L. u r'esk.iy■.. PAGE (Includes Test Reports) i OF '2. STRUCTURAJ. ENGINEER PA(..)........% e_T'O'•C-' II AGRA PROJECT MANAGER/P NE NO. ot,.....L...v. 4--'" ARCHITECT -- _ 11 AGRA FIELD REPRESENT AGER NO, AC Fl — t:ANG" 3 CH 611=154Cr C. TYPE OF INSPECTION , 4 E.......NspEcr,. . RE•INSPECTION •i:-..--.--,..-..,..:-,,., ,.:::•:,, COMMENTS ,-. ,. .,•::...;!,:.'.::.'i:,-,:.:,. .*._ . ,._..... . ...... el"..... am. As_ eta.... •■ 0..* i■ • . . 4. 5 Al s ' . :.-.," . G- a . A a ...... . 116' Alr 61 • .6. ...It - 11°A A • ' °S....A.A Se . i■ A :ISC)1 % A orkklet \J a \-41/4 Satyr) 4c)exANic- r\..,,....,k-k,e—S tte‘_S■C\-fie- .-/e./ • 4 • 'IL dr.:. NI , - .111••■ dlik ..■.■ dr. • Aallel■ II 10 2-01.,.. .E. 41. el 1 - _ 11 Ilk— OA ... 4. 4 • 4 ... ... 40010 . "AV.- de It. it "1-1 • — ..... Al _ I. ■ A. •1 . ...AL - -1&4M..... . • ...._ 'C Illw • — t:ANG" 3 CH 611=154Cr C. . SAMPLES OBTAINED NOJSIZENYPE ' • ' •''..:.:.':,:' ',,':%''',•'.•;--:•: , •• .•.,,':.' 11/11111111921111111=231111PM 0 II SUMMA- ....•• ,..::,r-.::•!.1:-.,:-,;•-•,,...-,"4::,',Z.:•-•.:,•:'.!...;.:g To the best of our knowledge, all items inspected as noted above were file< 0 Preliminary Observations in general conformance with the approved plans and specifications. 0 No 0 Deficiency Corrected - Report No. _ ■1•11111111111WA- . REVIEWED BY AGRA IELD RE RESENTATIVE THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 TEST REPORT CRETE ASTM C -39 GROUT TM C -1019 MORTAR (TYPE ) CMU (TYPE ) PRISM UBC 21-17 SHOTCRETE ACI 506 R OTHER ASTM C -780 ASTM C -140 REPORT NO. p ' PROJECT NO. 1244-2,1 �� 1 V;� 1 PAGE (Indudes Test Reports) OF �. GATE i ' 1 "0 0 FIELD DATA `. n .. BATCH, DATA . SUPPLIER 5‘,„, TYPE OF CEMENT j MIX NUMBER (0 b i 0 WEIGHTS PERYARD DESIGN ACTUAL /''3 ;.,4 TICKET NUMBER ! I ..7 1.G l t CEMENT (LBS.) "'7 32nD TRUCK NUMBER + C../ Li' 1.3 <.9 FLY ASH (LBS.) COARSE AGG. (LBS.) . • 2 Lqo BATCH SIZE, YD3 TOTAL PLACED 3(e OF_L9 YDS3 COARSE AGG. (LBS.) 1 WATER ADDED, GALS. 10 COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. 32. FINE AGG. (LBS.) 5 '""LOS -Lo 1 c1TT '#'2 lLS lI DRUM REVOLUTIONS '3 v.,. WATER (LBS.) BATCH TIME 11 ;SO AIR ENTRAINMENT SAMPLE TIME 1: 00 ADMIXTURE NO. e.,p, iii,.} 2-91 o_- •• pithiek • C. y.•:: , . ,.. MPEAN .TE ST. DA' vrs" T '7 . ri I : ,:A. . cl= '..;��; s 1 ', SAMPLE SET l OF ) LABORATORY SET # f_3 4 , ID, # &i' C) G2 SAMPLE LOCATION: , 0 .. 1 V- •- ` C .A-......5 4'- L l ,,,,.,{„ DESIGN STRENGTH i� PSI ®'DAYS '"" �rA: ��. �"TEST,Di1►TA'���z- ' +. »�:.•:�• '/ic.::. SPECIFIED ACTUAL • T AGE (DAYS) '-7 •Z -_ , SLUMP (ASTM C -143) - 1 i I SPECIMEN (NOJSIZE/TYPE) (L\ L x rz„s AIR CONT. (ASTM C -173/C -231) .•►- DATE SAMPLED ' — 1 1 — DC) AMBIENT TEMP. °F 3L2° DATE RECEIVED SAMPLE TEMP. (ASTM C -1084) Go CURING CONDITIONS UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) . ;.'.;.. No appropriate lest methods N dR s nt from thoN Indkabid'S'.::, , . .r ,',:'•, . THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the Information of our client. This report Is not Intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. 4419378 (Rate/99) " •.• „SAMPLE STORAGE LOCATION D COM MEN S '" ••�'” , ' .. te CX a• ( "all - g 2fO • } Z d t.\\ \ �� C A,1. �> THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the Information of our client. This report Is not Intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. 4419378 (Rate/99) AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122n4 Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821-3914 DAILY FIELD REPORT PROJECT NAME ZGC P 7c?-44 c, 7.,thie, -...4. .13 I C'. PROJECT NO. T%'/A- /Z` /7S' =G- REPORT NO. 53 ADDRESS c•-**--) /2YZ/ mac,' . , , S. PERMIT NO. 3 -o /S/ I t, t;2 DATE % 1, 00 CLIENT D`,4P WEATHER C2% r� ,- PAGE ndudee Test Reports) / OFa STFIUCTURAL ENGIFEER AGRA PROJECT MANAGER/PHONE NO. i &i 54: 523 = iT�`i6G9 /Z4lCM -4. .%61ce rce;YJef ARCHITECT /4-7..C. PE" t fro AGRA FIELD REPRESENTATIVE/PAGER NO. .'0/ i lo. iv 5'4's - 7x*K- ' >355/. CONTRACT... �j/ 9r ..11y" TYPE OF INSPEFTION '' // t•'/ -ANEW INSPECTION LvZ /-.H.y ❑ RE•INSPECTION ''..i .. ..' . . COMMENTS r.,i ./11M.6 ./.7704!.. ci c:v... s,'iP s (*e."' ,Lirsite/ A.� l lc � I'leffe.a nT insi0ec_ ?,•a. 4.047, .4 ^ / /&/ C J J - 4,lii.?..,;-,7 % 6 ;u, 3 -s > 1 /mac .4 .0' — :. , .. e ae/ ei.,e l w P 3('E 04-1.5 P,', ‘41e.1_ .7t! 9I.TC, 'l� e- ir.r/X•XDJ.. .�r 3/&' 0H/" "tQVec 9 /�'rit=• �: p..- 4h ;/s /6/s/(.a ,.�.d /d., . A /io ��,:- �i � / /b.._rc7' e..r• -A/i Sit•t- Yed7 ✓C 10 .1 1 e.,,•r4; /'.. /J / /r.Ts l�' /Z "0.r ^� ©t/' ZZ�S /%;2. f o2,/ .A �a R..A d°l. •.a 1 '_.4c: 4 i in w _�.AC i< J le ci ✓l/r_ h04, S-7/yc(5 X74 �� A -_,D y ,- ' c_' ---> ______.___gz_jpe- - ... •: SAMPLES. OBTAINED' (NOJSIZE!TYPE) .:'::'.1::'''':'.:::;...,,, :... . SUMMARY . ',,,•;,�- ' '.;,;;..,..�•: t�. c rfr:�. To the best of our knowledge, all Items inspected as noted above were Yes ❑ Preliminary Observations in general conformance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected - Report No. AGRA FIELD REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER AG RA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 DAILY FIELD REPORT (cont.) PROJECT NAME ,fir , e6 2 .40_5' a 1. 34, 0 ><C5"/ s- v(' ?� eeR�. Lv. • ,'( l - " e/4 IS c / de 4, /& S/6. . et 0. --A: - it. 4,41 e...,,..: /C /r7. ' ,s /,.nA PROJECT NO. REPORT NO. .-Z"Gc is Z,.:.1.<1 .2'4-4(o. )e,"C-. s ?- ka - /-- i(7s -- -c. 53 % `� / '.----7C -) ., (:l (0, +c. L.! /'c.P 04.4. 14 PAGE (Includes nisi Reports) DATE • .... ; „ .. - COMMENTS'. i.. •w �,.'.:•'. ,fir , e6 2 .40_5' a 1. 34, 0 ><C5"/ s- v(' ?� eeR�. Lv. • ,'( l - " e/4 IS c / de 4, /& S/6. . et 0. --A: - it. 4,41 e...,,..: /C /r7. ' ,s /,.nA 9( p-6.4 _ p ./Year zw-23 . /5/�.,1 C /1e/ S4/,'904° 5` /tv a crC`e'.�C ev ,.,/ .SC J'CC✓S 7 /.Z 1/a c V,),,,,4 , ,4 L/6 /, " e? / 741e: cc((J. " /A.. t9T fe:,:142 /cep mots.( ^ ,; Tf.'e .7 le+w'".... e,..' f''l Ile F.. / 7 2 , 4 , . / h446 IA' ej e., X,1 46'' Te/4 /r pt.- 044'1 i0/6. /. 6.1.0.1 stit'2c 6e9KS �1' g —? ,/r,es . - I w.f., /C c. 4. ,,� - ., of 4141. C E ;;'cc e • . ,.4/p 7/ ..l S IX "': .+ I c'a41 /o•►.. .,', / 0../ieG • I/n.0 q.v., d 5 ' , ��c-. ��.+IL lVH� /�� h 4 IfLii / Az) `//iSG (1.?� as..G, 1. O., rfa:S C `•/ 9i+C `, / S Iv , ., (:l (0, +c. L.! /'c.P 04.4. 14 AG FIELD REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, wt /hnu4 weiddan narminninn nf AnCIA Fardh and Fnuirnnmandal Inn •AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG SHUMACHER Specimen Type: CONCRETE ASTM -C39 Report Date: Project 0: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer. PO Number: AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Sulte 100 Kirkland, Washington USA 98034.8918 Tel (425) 820.4889 January 7, 200r3ax (425) 821-3914 8 -91 M- 12475 -C INTERNATIONALGATEWAY CORP 12421 PACIFIC HIGHWAY SOUTH N/A KEN SARI N/A N/A N/A Mix and Field Data Cast Date: 11/29/99 Contractor: Placement: SLAB ON DECK, 4TH FLOOR, BLDG C, B AND G LINE. Strength (f c): Required : 4000 psi @ 28 Days Mix ID: 6010 Supplier: STONEWAY Load #: - Truck 11: 301 Ticket#: 110461 Plant 0: - Batch Size: 12 YDS Water. 12 GALS Admixture: - Time Batch Time: Sample Time: Finish Time: 7:50 9:00 9 :20 Inspector: USA ROSS Actual Slump (inches) ASTM C -143: 6 Air Content (%) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ('F): ' 68 Ambient Temp. (•F): 48 Weather: RAIN Remarks: REFERENCE REPORT #41, SET 28. Specs. 7 N/A N/A 50-90 N/A Test Result Spec ID N ID 5674 A B - C D Date Age Date Rec'd Tested (days) 11/30/99 12/6/99 7 11/30/99 12/27/99 28 11/30/99 12/27/99 28 11/30/99 Nominal Specimen Size 6x12x0 6x12x0 6x12x0 Actual Area Compressive Stnnpth Brk. Typal % of (5q In) (lbs) (Psi) Cur. Req'd 28.28 104280 3890 SH 92% 28,27 156750 5540 CSH 139% 28.27 155910 5520 CSP 138% ti.... HOLD %? Break Types — (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By DiItributlon Client: Yes File: Yes Producer: Yes Others: AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG SHUMACHER Specimen Type: CONCRETE ASTM -C39 Report Date: Project 0: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034 -6918 Tel (425) 820.4689 January 11, 2�t (425) 821.3914 8 -91M- 12475 -C INTERNATIONALGATEWAY CORP 12421 PACIFIC HIGHWAY SOUTH N/A KEN SAHI N/A N/A N/A Mix and Field Data Cast Date: 12/8/99 Placement: F -2 LOBBY SLAB ON DECK. Strength (f'c): Required : 4000 psi @ 28 Mix ID: 6010 Supplier: STONEWAY Load 8: - Truck 0: 304 Ticket p: 111896 Plant 0: - Batch Size: 13 YDS Water: 10 GALS Admixture: Time Batch Time: Sample Time: Finish Time: 7:35 8:50 9:30 Days Contractor: Inspector: DAVE BERNIER Slump (Inches) ASTM C -143: AIr Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. (•F): Ambient Temp. (•F): Weather: N/A Actual, 5.25 82 6 N/A N/A 50 -90 46 N/A Remarks: REFERENCE REPORT 046, SET 31. Test Result Spec ID b ID 5756 A B C D Date Age Date Rec'd Tested (days) 12/9/99 12/15/99 7 12/9/99 1/5/00 28 12/9/99 1/5/00 28 12/9/99 Nominal Specimen Size 6x12x0 6x12x0 6x12x0 Actual Area (sq in) 28.29 28.29 28.29 Compressive (lbs) 120520 178880 176830 Break Types — (Cn) Cone, (CSp) Cone - Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Client: Yes File: Yes Producer: Yes Others: Strength Brk. Type/ % of (ps!) Cure Req'd 4260 6250 6240 SH CSH CSH HOLD 107% 156% 156% AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG SHUMACHER Specimen Type: CONCRETE ASTM -C39 Report Date: Project 1: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034 -6919 Tel (425) 820 -4689 January 13, 20< (425) 821-3914 8 -91M- 12475 -C INTERNATIONALGATEWAY CORP 12421 PACIFIC HIGHWAY SOUTH N/A KEN SAHI N/A N/A N/A Mix and Field Data Cast Date: 12/15/99 Placement: P -2 © S.O.G. Strength (f'c): Required : 4000 psi ® 28 Days Mix ID: 6010 Supplier: STONEWAY Load #: - Truck #: 302 Ticket #: 112976 Plant #: - Batch Size: 12 YDS Water: 15 GALS Admixture: - Time Batch Time: Sample Time: Finish Time: 7:35 8:45 9:50 Contractor: Inspector: DAVE BERNIER Slump (inches) ASTM C -143: Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ( °F): Actual 5.5 64 Ambient Temp. ( °F): 49 Weather: RAIN Remarks: REFERENCE REPORT #48, SET 32. Specs, 6 N/A N/A 50 -90 50 -90 Test Result Spec ID # ID 5805 A B C D Date Age Nominal Date Recd Tested (days) Specimen Size 12/16/99 12/22/99 7 6x12x0 12/16/99 1/12/00 28 6x12x0 12/16/99 1/12/00 28 6x12x0 12/16/99 Break Types — (Cn) Cone, (CSp) Cone - Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Actual Ares (sq In) 28.28 28.28 28.28 Compressive (Ibs) 134880 163830 171220 Reviewed By Distribution Client: Yes File: Yes Producer: Yes Others: Strrnath Brk. Type/ % of (pal) Cure Req'd 4760 5790 6050 CSH 119% CSH 145% CSH 151% HOLD AGRA ENGINEERING GIAML SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Kirkland, Washington, U.S.A. 980344918 Tel (425) 820.4889 Fax (425) 821.3914 FIELD DOCUMENT TRANSMITTAL To: Sabey Construction, Inc. 101 Elliot Avenue W. Suite 400 Seattle, Washington 98119 Attn: Mark Velasquez Date: December 8, 1999 • Project No.: 8 -91 M- 12475 -C Project Name: International Corporate Gateway Park — Building C Project Manager: Permit Enclosed for your review and records are our most recent Daily Field Reports and asso correspondence pertaining to the above - referenced project. ! ' SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type • Document No. Document Date Transmittal Date Inspection Reports Laboratory Reports 42-45 Sets 15, 25 -27 11/29 - 12/03/99 11/30 - 12/01/99 12/08/99 12/08/99 cc: Nelson - Bourdages, Inc. City of Tukwila. Sabey Construction Field Office Attn: Robert Bourdages Attn: Permit #MI98 -0156, D99- 0151 Attn: Mark Velasquez 1 3 1 9 9 9 COMMUNITY S:IWORDPROCIFIaId Moment Transmittals112000012476C.wpd r ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122n0 Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 DAILY FIELD REPORT PROJECT NAME _ �� \_ lam! • ... w /I. A ,...., _. .1.-4,2.. ...... . -1K- � � � � PROJECT NO 1 /I ' 1 �- REPORT NO. iAM ►y G.�I/ L � _ � =. ADDRESS 1Z' —(7/1 Qc. 0 6 . Tu \f___La_c; 1_ S.. Lr . 0. . If .... . ILA.' _ If .L.s w P c.' is1/"N.4 45(--- PERMIT NO. v`119-01s-1 -1.,. DATE J 1 -z9 -99 CUENT r1,-(,...„. CD iat d' • WEATHER 5 1 l `„ )ty"... PAGE (Includes Rican) 1 OF G_., STRUCTURAL ENGINEE -' al ARCHITECT II al / /, 1 ��. SUMMARY AGRRAA� PROJECT MANAGE HONE NO. \ ... S A RA FIELD REPRESENTAT1V ER NO. L iSok L � � TYPE OFINSP ON Lfi•}fEWINSPECTION ❑ RE- INSPECTION OR w. `'COMMENTS 2........ _;_...... , ...._.... • Mid 4)),,E... • ... w /I. A ,...., _. .1.-4,2.. ...... . -1K- e _k..% r, v 1,n -1\1\Jc 6 10..1 crtN- 1 4A. 1 -cr..,.....9...rzz_ tiNasett iiND 7—.61 X. li.Y7_ .61 L/0 6.) (----- 6L_A ft-C....e.-- Qv... :5 �N.Aer 38 . W ‘g- a��Sb \.off c�v,.c...v- k. ►,r.. - k;I��tr P�. 8y.. L V-1:57;6" 0 \ •la i4. L t..) dtaNe r1. :2- Lv • Gl r-- 2 ,S ic0 c \ Mte.4t -S • L. \kk"k\Cee 1_ S.. Lr . 0. . If .... . ILA.' _ If .L.s w P c.' is1/"N.4 45(--- 6 \ A `I (--v-c;ivv.,_ L..ca 72.. met, tti4r 7 . as 61.0 . f7 \\ c....�c,.,, kltf.. ,rS 1th.� -.�-•d Ydk 0,.. r1,-(,...„. CD iat d' • SAMPLES OBTAINED (NOJSIZE/TYPE) 5 L/k" c c- L I. 12-.c› (g-t) SUMMARY To the best of our knowledge, all items Inspected as noted above were es ❑ Preliminary Observations in general conformance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected — Report No. Fl D REPR ENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER Thin snarl 1n nrnvidnrl anlniv fnr *ha Infnrmalinn of nur Minn* Thin ronnr/ la nn* intanrinrl fn hn fren.mie arl fn a /hind mart. by env manna a f in full l. . •AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821-3914 TEST REPORT (CRETE GROUT STM C -39 STM C -1019 MORTAR (TYPE______) ASTM C -780 CMU (TYPE ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -140 PROJECT NAME PROJECT NO. $ /m - jz475 _C, REPORT NO. -- t - r & L. Rti...1 PAGE (Includes Test Reports) 2.. OF z- DATE 11- 711 I2424 1 ij ■ s • ■a,�—• FIELD DATA BATCH DATA SUPPLIERI:N,va. TYPE OF CEMENT r lz i....wLi MIX NUMBER Lao i O WEIGHTS PERYARD DESIGN ACTUAL TICKET NUMBER 1 I f Oq L' CEMENT (LBS.) f L� ` 4 (45 TRUCK NUMBER 36 t FLY ASH (LBS.) BATCH SIZE, YD 3 1-2-"1 COARSE AGG. (LBS.)001 I 2_ 1' 10 TOTAL PLACED OF YDS3 COARSE AGG. (LBS.) WATER ADDED, GALS. 1.2.- COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. 2-7 FINE AGG. (LBS.) g 1St 1 1I�L / S 1 -L DRUM REVOLUTIONS ... hn.tiv�.. WATER (LBS.) 7-7-7-- BATCH TIME "7 7 t AIR ENTRAINMENT SAMPLE TIME 9 : 8.d ADMIXTURE NO. 1 WecoA �e� 7-,Z-(,, �, ZZ .�? az. FINISH TIME 9: �� ADMIXTURE NO. 2Ao\y� ( ICJ .4E3 XL. 16 • c2... SAMPLE AND TEST DATA , SAMPLE SET 1 OF 1 LABORATORY SET # a g I D. # SQ �� 'f SAMPLE LOCATION: iS ��. Q.� 14"1/4 �'` „ -i— t g* ,� ' S otom lP DESIGN STRENGTH Lfn�0PSI @ JDAYS ��"�7� ``�''LS ' 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) SPECIMEN (NOJSIZE/TYPE) 22 .4.4 SLUMP (ASTM C -143) 7 �f) x 7 � AIR CONT. (ASTM C -1731C -231) DATE SAMPLED I I 1 - 7:9 9 ._COQ i ` AMBIENT TEMP. °F 418 DATE RECEIVED SAMPLE TEMP. (ASTM C -1084) to Sis CURING CONDITIONS UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) 'Note appropriate appropriate test methods if different from those Indicated SAMPLE STORAGE LOCATION AND COMMENTS IELD REPR - ENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report Is provided solely for the Information of our client. This report is not Intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AGRA ENGINEERING GLOBAL SOLUTIONS DAILY FIELD REPORT PROJECT NAME / / / y� / -2:// / 49 A. 1 / ['S24su0./ R,-*/ �J /c le ' PROJECT NO. t/�c� 711A4 -12 (, J -C FIELD REPORT NO. 9 ADDRESS %� j� / /2 / 8C1 G. / 4/ I , / // / 170/% 9 PAGE / OF 02 CITY OR COUNTY '� . O /•A.∎'.1 — PEERR�MIT NO ,:/ 7 — O /5/ AEE PROJECT MANAGER / PHONE I , Sc 4<• Y.25- ARRIVpppfff((( TIME NO. eo?0 - Ycl DEPARTURE TIME CLIENT 574, GENERAL CONTRAC ( 5; re.c - I c. t ihiex@.. c i t ar 47.... / r// s cc er4i X ..,Q4. r a /mss - S.' 2 AEE FIELD REPRESENTATIVE / PAGER NO --i-D,U, ../__s--e'. /-. 4 - /...2s-'76"-e--9.35')/ SUBCONTRACTOR /•��st. �l 1 / /4 4...e di 9.n/.4.,t /S.1- s7re -i w�c.. /�'� .�/...c D/./p� s,- 1 WEATHER Ll.W72 ,e k_ ..c4:5 = 5-1 'lc. TYPE OF WORK PERFORMED //;:re.) 9 / G li'ls%o...' / LC/relel:7/ ":,,,pet. 'o,,. EQUIPMENT USED..... ae./....- COMMENTS / / ! / /7 / / Af7 �� q/Y. Lt C cc, S. 4. 9... /C -.,... 3 ,4 pt‘ hvi i.- C1 /�7i'i .$c , .•c_ S+.. 1 G�:r / .., p C ✓C/(�in-c�c• .,. -. cs eyc.. :re � ..'7/eie1 /•Cv,•euov,c' 99y1,ro4,ad//r3 /1..t P .".i.■-- l�, /N VC( 'l.'J4ti _ 7-4... !� /44,. ins./ �S,r�T.• -..wT /.4/rS tire /: G71.--w4,0"._ TE G/4/rroLi.. Z. Si .l;.e.. .2.2c -. ht. 1- cam- -w `70° ..AGvf bete „,„.4% -4, h. 6 .." 4.-7-11 I . O /•A.∎'.1 �1/d..._110 /i...r'' c. 1 Ar •/c // 1 CO h 7/h �ee t c c( C.Oy��'4 o,'K / pie t / 14 i.3r. a,. /C± i 7 G AI �.� s..1/ 1. �._ 4'/ �j p / .,.r wEn. /CYi V AtCt t4e•5 V , 3/ Ey,' Es, Zi . z� ?u /� %ti;'pec4. o / epk. ae %crX.` . Csee 4,' €4 .'/r7 �!'� /S /f/�. Gl4�r'r .,oa.'� AA'. re.c - I c. t ihiex@.. c i t ar 47.... / r// s cc er4i X ..,Q4. r a /mss - S.' 2 " cc.. ,--- I —'OM4� G.••• tie/ /i�.r• Cree. or rt/.- T 47D. /./G�% / Gi 1 v, i..1 c. G/� : ', of /•��st. �l 1 / /4 4...e di 9.n/.4.,t /S.1- s7re -i w�c.. /�'� .�/...c D/./p� s,- 1 Q (IC.O P /e4...e / -� .,4 -� �9 /l ,'h....s pu" >ro e./ 4 S . ("Ct c. / . b 4.- /K Syl 46/4:5 Jf "Inc ' C / 744. ! c."< < /o ....6.-15,.....6.-15,...- 7., ..r".. 7C 4/ :./f A./f 4 h 714 ll 4.1, -.r.i .9', eo ., 7C A..-.3 .*r4L .,--4967, ✓.. / �1/GS r 10 / 1.`OSv,c,,e_s O pi 71:r .I c T .. ,I<The contents of this field report were d.sc:;ssed with the contractor's nn-site representative. c ./01111... 6 AG R A Earth Et Environmental ULTRASONIC WELD TEST REPORT PROJECT NAME ..4-:"..4../.4 24 vk r / '... /ell, l/ : PROJECT Ple. I TEST REPORT Ne.frg -) ! PAGE 4,7 OP CoC LOCATION / /YIP ofZ _ . : OAT/ , . pERmn. ume ,, : i wiLATHEIT, CUENT OR °INNER , ENGINEER A.4.u. .7,519-e7/5- GENERAL CONTRACTOR S-5. Ze . ARCHITECT I PROCEDURE IIW WELD LO. R, P A ve. / MATERIAL THICKNESS WELD JOWT AM WELG POCESS DINR .7 . MEP SPECIFICATION 44 .5. 72)//)v- PROCEDuRE No. ...."41 IL/ 5 _..... 0/. /...,_s_ REMARKS I C 1 ULTRASONIC TEST DATA . .1z, °KIWIS , 0 ISCONITINUN ig g 4 u I Z STATUS Aec,e/J XII-- . 1 A . El C 0 ' : _____ • . DISTANCE x , 4„ FROM a. ti il X FROM ! r 1 I g 3! I ■ ! .... . . . . :. . . : 1 s I , 6 1 • , 7 : i . ! . '1 1 • . 9 -Ii . . . • 10 . , , . . . . . , , 1 12 . 13 . . . i IA . . 15 . • . . . le 1 ; • 17 I . • 1E , . 19 20 ALL =As INSPICTIO ARL CONFORMING NONCONFORMING GOIA ban 6 Idwonmental, Inc. (Rev. 11/91) Inspecla Reviewed by Ose• AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821-3914 DAILY FIELD REPORT PROJECT NAME J Tefn/R-rettAl Gam; ,4-r PROJECT NO. Ran -Immr 7s- -� REPORT NO. Y4- ADDRESS Pere---li L214 2) ;W4 -. 6. 17,L.1 .a PERM IT NO. Ii4 -b1 51 DATE dZ 0cc..F 9 CUENT I - S e WEATHER .5oN PAGE (wdudes Tod Repaa) 1 OF Z STS ?AL ENGINEER (� AGRA PROJECT MANAGERIPHONE NO. ARCT I LL rin AGRA FIE EPRESENTATIVE/PAGER NO. CONTRACTOR S P40 a TYPE OF INS E ON -0 , W INSPECTION .- ❑ RE-INSPECTION f COMMENTS AFE pttSITC +o tr[ 12e:SocceD t feT _ roc _444ep r sekfA-1 /&, L*TtfoA S Alf& 4, -SsvY. p S f = 2 E`femrb r .wore S--3 .1.4' toc,r ref41 a(2fa /L E&6. r/ EE pr v� avl r' S W weiD TC/ I.tJ,'�C.IKC'.� l t1/4_ t�, r ,-110,.).{-L. ti --V'r4c_ st rtl (PIN. rocs- cc- -c? , Coticrere. 64-cep tAtt - %� nac.0. P SAMPLES OBTAINED (NOJSIZEFTYPE) (,� 6' fe J y/- SUMMARY To the best of our knowledge, all Items inspected as noted above were F- 0 Preliminary Observations in general conformance with the approved plans and specifications. 0 No 0 Deficiency Corrected - Report No. RA FIELD REPRESENTATIVE oal‘ REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report Is not intended to be transmitted to a third party by any means, except In full, without written permission of AGRA Earth and Environmental, Inc. AG 1$372 (Rev. MO 0 AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122n0 Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 TEST REPORT ONCRETE TM C -39 - GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE ) PRISM UBC 21-17 SHOTCRETE ACI 506 R OTHER ASTM C -780 ASTM C -140 PROJECT NAME 1 Z J7e r'•J4Tiona% 6srew par /L PROJECT NO. 6-7/01 -1 2'1 ?5 -�- REPORT NCi `.f . _ . PAGE (4idudes Test Reports) "L OF 2 . DATE c o OZ bec ! FIELD DATA BATCH DATA SUPPLIER .5Tovse TYPE OF CEMENT MIX NUMBER kjib WEIGHTS PERYARD DESIGN ACTUAL TICKET NUMBER I (1 O 3a CEMENT (LBS.) 5"611 5-64/ TRUCK NUMBER 414)(:2 FLY ASH (LBS.) BATCH SIZE, YD3 10 COARSE AGG. (LBS.) TOTAL PLACED 7 OF 3 YDS3 COARSE AGG. (LBS.) WATER ADDED, GALS. 10 COARSE AGG. (LBS.) 1E06 Leo 3 ALLOWABLE WATER, GALS. z3 FINE AGG. (LBS.) 1 L{gt 14165' DRUM REVOLUTIONS 34- rel w MS WATER (LBS.) 2-q3 2.4 3 BATCH TIME _4_7110 AIR ENTRAINMENT QoL&.yC. .. Sb -y o 2- 10J12411- 22.602- .511 . V ZZ o Z. SAMPLE TIME DSes- ADMIXTURE NO. 1 FINISH TIME 0526 - ADMIXTURE NO. 2 A-00A - 11.2_ oi_ 11. 0 - SAMPLE AND TEST DATA 1 SAMPLE SET 1 OF 1 LABORATORY SET # 20 I. [ r M v 7 I SAMPLE LOCATION: ti Ttiic eteJ. £L 10 1sye) P -2 DESIGN STRENGTH 44... PSI @ /LI' DAYS 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) -I -Z$ -213-N SLUMP (ASTM C -143) I6' .5._ IQ. , SPECIMEN (NOJSIZEiTYPE) (4)6 riff* i ?Iri AIR CONT. (ASTM C -173/C -231) — DATE SAMPLED P 2 1ec. `t 9 AMBIENT TEMP. °F ........ 570 DATE RECEIVED SAMPLE TEMP. (ASTM C -1064) 5-06..-To. 64.° CURING CONDITIONS UNIT WEIGHT (ASTM C -138) -- — HIGH/LOW TEMPERATURES YIELD (ASTM C -138) -- •_._ Not appropriate test method. M dttt.rwrt from those Indicated SAMPLE STORAGE LOCATION AND COMMENTS -----744094iLERRESENTATIVE REVIEWED BY AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 DAILY FIELD REPORT PROJF,C�n�t+ffi.) 6L 1 DYt R'l M{.T�v�,�j� a G rj�. PROJECT NO. 91/n'1 /Z't 75- c REPORT' ' 7 ADDR�S$ L-i r PerriCiciii/Ahai • 17;144), — PERMIT V '015-7 DATE 3De -4, CUENT WEATHER 0 0e/'e1067- AGRA PROJECT MANAGEPJPHONENO. / cvt SAH$ AGM FIELD REP: ENTATIVE/PAG ER NO. _ • . PAGE (Includes Tat Reports) 1 of Z STR TURAL ENGINE ARCH i °tC , CONTRACTOR 6Or6 ell TYPE OF INSPECTION •$'NEW INSPECTION KI L ❑ RE- INSPECTION , COMMENTS 6. ..j_ �E otnbc f� o c rk�ec.T t�r` o r cotncre e` r Si-te 4v1,4 SitA�0 pvt UMifl r I dE'Lk. (TrOS / a 3 -5 Fill Wic)f'k Crow, Z6 ed0 6 1(6 iii, W0!) t✓ ,If " /14a ,v 1tize ,e r- 6heeil S qG,►r- rA-{ Ahem(7 D f,vtrrAr-To ( k r (s f i ` R -, 1-6 ttr.5 0A. +Le..GC.� ()(.IOc4) to r r c. t e.,44p- Tp (' Cc? f i Y ?j04,te.I Cf,ttc.rr e. wr�� Lr viw•- t C1ot ' f4iZ' P P SAMPLES OBTAINED NOJSIZEITYPE C4 6 /1 '124' C trI) SUMMARY To the best of our knowledge, all items inspected as noted above were - 15-Yee- In general conformance with the approved plans and specifications. 0 No ❑ Preliminary Observations ❑ Deficiency Corrected - Report No. A AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOTAVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG SHUMACHER Specimen Type: CONCRETE ASTM -C39 Report Date: Project #: Project Name: Project Address: AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034 -8918 Tel (425) 820.4669 November 30, 11,9(425) 821-3914 8 -91 M- 12475 -C INTERNATIONALGATEWAY CORP 12421 PACIFIC HIGHWAY SOUTH Project Mgr: KEN SAHI Architect: ti Engineer: PO Number: Mix and Field Data Cast Date: 8/26/1999 Placement: COLUMNS D AT 5, 6, 7, E © 7 FOOTING +8'. Strength (Pc): Required : 5000 psi @ 28 Days Time Mix ID: 741098 Supplier: CADMAN Load #: Truck #: 264 Ticket N: 29641 Plant N: - Batch Size: 10 YDS Water: - Admixture: Batch Time: Sample Time: 6 :45 Finish Time: Contractor: Inspector: TYAIN HOEL Slump (Inches) ASTM C -143: Air Content (%) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ('F): Actual 7.5 71 Ambient Temp. ('F): 59 Weather: SUNNY SDecs. 7±1 N/A N/A 50-09 N/A 6:00 Remarks: SAMPLE "C" DI ' I T MAKE REQUIRED STRENGTH. THE - ; w E "D" WILL BE TESTED AT 90 DAYS. t5* • t T At21,�ET 15. At Test Result Spec ID# ID 4658 A B C D Date Rec'd 8/27/1999 8/27/1999 8/27/1999 8/27/1999 Date Tested 9/2/1999 9/23/1999 10/20/1999 11/24/1999 Age (dlig 28 56 90 000 Com nsslve 4x8x0 4x8x0 4x8x0 4x8x0 Sirt (sq in) p Sbenpth (Ibs) (ps!) 12.59 12.57 12.57 12.57 43300 54400 58650 59100 Break Types — (Cn) Cone, (CSp) Cone - Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Client: Yes File: Yes Producer: Yes Others: 3440 4330 4670 4700 Brk. Type/ % of Cure Rigid SH 69% CSH 87% CSH 93% CSH 94% ■ •AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG SHUMACHER Specimen Type: CONCRETE ASTM -C39 Report Date: Project #: Protect Name: Protect Address: AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 980344918 Tel (425) 820 -4689 December 1, 1F (425) 821 -3914 8 -91M- 12475 -C INTERNATIONALGATEWAY CORP 12421 PACIFIC HIGHWAY SOUTH Project Mgr: KEN SARI Architect: Engineer: PO Number: �. Mix and Fled Data Cast Date: 11/18/99 Placement: SLAB ON METAL DECK Q 3RD FLOOR 4 C BUILDING. Strength (fc): Required : 4000 psi la 28 Days Mix ID: 5557A Supplier: STONEWAY Load 9: - Truck 9: 363 Ticket 1: 109307 Plant 9: - Batch Size: 9 YDS Water: 15 GALS Admixture: - Time Batch Time: 9:01 Sample Time: 10:15 Finish Time: 10:20 Contractor: Inspector: SAHER KHILFEH Slump (inches) ASTM C -143: Air Content (%) ASTM C -231: Unit Weight (pct) ASTM C -138: Concrete Temp. ('F): Actual Soecs. 8 6 N/A WA 62 50-90 Ambient Temp. ('F): 42 Weather: PARTLY CLOUDY Remarks: REFERENCE REPORT 940, SET 25. N/A Test Result Spec • ID # ID Date Recd 5616 A 11/19/99 B 11/19/99 C 11/19/99 D 11/19/99 Date Tested 11/25/99 Age (days) 7 8x12x0 28 28 Nominal Specimen Size Actual Area (sq In) 28.27 Compressive (Ibs) 123390 Break Types — (Cn) Cone, (CSp) Cons _Spilt, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Client: Yes File: Yes Producer: Yes Others: Strength Brk. Type/ % of (psi) Cure Req'd 4360 SH 109% HOLD A AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG SHUMACHER Specimen Type: CONCRETE ASTM -C39 Report Date: Project #: Project Name: Protect Address: AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034.8918 Tel (425) 820.4889 December 1, 1999 (425) 821 -3914 8-91 M- 12475 -C INTERNATIONALGATEWAY CORP 12421 PACIFIC HIGHWAY SOUTH Project Mgr: KEN SAHI Architect: Engineer: I, PO Number. ■ Mix and Field Data Cast Date: 11/18/99 Placement: SLAB ON METAL DECK @ 3RD FLOOR «C BUILDING. Strength (Pc): Required : 4000 psi © 28 Days Mix ID: Supplier: Load #: Truck #: Ticket #: Plant #: Batch Size: Water: Admixture: Time Batch Time: Sample Time: Finish Time: 5557A STONEWAY 323 109388 9 YDS 10 GALS 11:22 12:05 12:15 Contractor: Inspector: SAHER KHILFEH Slump (Inches) ASTM C -143: Air Content (%) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ('F): Actusi Aoecs. 8 7.25 N/A N/A 66 50-90 Ambient Temp. (•F): 44 Weather. PARTLY CLOUDY Remarks: REFERENCE REPORT #40, SET 26. N/A Test Result Spec ID # ID 5617 A B C D Date Recd 11/19/99 11/19/99 11/19/99 11/19/99 Date Age Tested (days) 11/25/99 7 8x12x0 28 28 Nominal Specimen Size Actual Area (sq In) 28,27 Compressive (lbs) 120850 Break Types — (Cn) Cone, (CSp) Cone .Split, (CSh) Cone Shear, (8h) Shear, (Co) Columnar Reviewed By drIret MP'/ Strength Brk. Type/ % of (ps0 Cure Req'd 4270 SH 107% HOLD 0 AG RA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG SHUMACHER Specimen Type: CONCRETE AST11/ -C39 Report Date: Project 0: Project Name: Project Address: Project Mgr: Architect: Engineer: PO Number: AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034.8918 Tel ((425) 820-4889 November 30, 1 %9(425) 821 -3914 8-91M- 12475 -C INTERNATIONALGATEWAY CORP 12421 PACIFIC HIGHWAY SOUTH KEN SAHI Mix and Field Data Cast Date: 11/18/1999 Placement: SOUTH BALCONY DECK 3RD FLOOR BUILDING C. Strength (fc): Required : 7000 psi @ 28 Days MIx ID: 6950 -A Supplier: STONEWAY Load #: Truck #: 343 Ticket #: 109455 Plant 0: Batch Size: 10 YDS Water: - Admixture: Time Batch Time: 13:55 Sample Time: 15:00 Finish Time: 15:25 Contractor: Inspector: DAVE BERNIER Slump (Inches) ASTM C -143: Air Content ( %) ASTM C.231: Unit Weight (pcf) ASTM C.138: Concrete Temp. ('F): Actual $oecs. 5 511 N/A N/A 81 50-90 Ambient Temp. ('F): 49 Weather: PARTLY CLOUDY Remarks: REFERENCE REPORT 040, SET 27. N/A Test Result ID # Spec 5615 A B C D Date Rec'd 11/19/1999 11/19/1999 11/19/1999 11/19/1999 Date Tested 11/25/1999 Age (days) 7 28 28 Nominal Specimen Size 8x12x0 Actual Area (sq in) 28.27 Compressive (lbs) 187980 Break Types — (Cn) Cone, (CSp) Cone - Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Strength Brk. Type/ % of (pal) Cure Req'd 5940 SH 85% HOLD AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG SHUMACHER Specimen Type: CONCRETE ASTM -C39 AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034.8919 Tel (425) 820 -4889 Fax (425) 821-3914 Report Date: October 21, 1999 Project #: 8-91 M- 12475 -C Project Name: INTERNATIONALGATEWAY CORP Project Address: 12421 PACIFIC HIGHWAY SOUTH Project Mgr: KEN SAHI Architect: Engineer: PO Number: Mix and Field Data Cast Date: 9/21/99 Placement: TOPPING SLAB 5- 8 /B -E. Strength (Pc): Required : 4000 psi @ 28 Days Mix ID: Supplier: Load #: Truck #: Ticket #: Plant #: Batch Size: Water: Admixture: Time Batch Time: Sample Time: Finish Time: 5508 -A STONEWAY 422 730899 10 YDS 10 GALS 6:48 8:00 8:15 Contractor: Inspector: GEORGE HOWARTH Actual Slump (inches) ASTM C -143: 5 Air Content ( %) ASTM C -231: Unit Weight (pct) ASTM C -138: Concrete Temp. ('F): 73 Ambient Temp. ( °F): 60 Weather: CLEAR Remarks: REFERENCE REPORT #32, SET 21. In s& 6 N/A N/A 50-90 N/A Test Result Spec ID # ID 4982 A B C D Date Rec'd 9/22/99 9/22/99 9/22/99 9/22/99 Date Tested 9/28/99 10/19/99 10/19/99 Age (days) 7 28 28 Nominal Specimen Size 6x12x0 6x12x0 6x12x0 Actual Area Compressive Strength Brk. Type/ 1 of (sq In) (lbs) (psi) Cure Rigid 28.29 106880 3780 CSH 94% 28.28 154740 5470 CSH 137% 28.28 155590 5500 CSH 138% HOLD Break Types — (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution U Client: es Fil Yes Producer: Yes Others: !� AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N,E, 122nd Way, Suite 100 Kirkland, Washington, U.S.A. 98034 -6918 Tel (425) 820 -4889 Fax (425) 8214914 FIELD DOCUMENT TRANSMITTAL To: Sabey Construction, Inc. 101 Elliot Avenue W. Suite 400 Seattle, Washington 98119 Attn: Mark Velasquez ce.N 5.0 NQv 1999 GOM OpNMEN Date: October 27, 1999 Project No.: 8 -91 M- 12475 -C Project Name: International Corporate Gateway Park — Building C Project Manager: Ke hi Permit N Enclosed for your review and records are our most recent Daily Field Reports and assoc ated field correspondence pertaining to the above - referenced project. .1 SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Inspection Report Laboratory Reports 36 Sets 15, 19 -21 10/22/99 10/19- 10/21/99 • 10/27/99 10/27/99 cc: Nelson - Bourdages, Inc. City of Tukwila. Sabey Construction Field Office S.IWORDPROC%FINd Document Tansmlttals %12000i112475-C.wpd Attn: Robert Bourdages Attn: Permit #MI98 -0156, D99 -0151 Attn: Mark Velasquez r. • AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E.122n' Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 DAILY FIELD REPORT PROJECT NAME ill4 G,..4 , j P v — R.d Le PROJECT NO. cj- 9tm- 1a4 -7si.c, PERMIT NO. REPORT NO. 3 ADDRESS D- - DATE CLIENT W n+0r 4 i i WEATHER i••.. A PAGE (includes Tom • • • OF STRUCTURAL EER f� �J�v� 'c39cv r AGRA - - - • V GERIPHONE NO. SPA. ARCHITECT C� 1 AGRA FIELD REPRESENTATN ER NO. T 4. CONTRACTOR Sp�p� ,, �4�/ c TYPE OF I ,�CT1ON NEW INSPECTION /�(.[Jt„L.. ❑ RE•INSPECDON 1. ��(j .!':..!,s.�v l...� .y: .•Nfxt;•. ".W /!f 4f• L` .f - Yin.AW �3tii✓ l9,': ". � ::..� :.. t:. is .4.v. ,yam , ri •r'• f ..r,s .. 4,,. �;: . ..; ,�._.. �..,�= : ..:COMMENTS�.�Y� -ti•- .�:� j:a�- e,r -..:.. �:;:�;�.�.. , t: , r . Q 6u0,-2116, e Q F 2 ds�+ << b a v ,, 3/6, x2' — s!rx - a , A"16/6 yP ($ l8' <<tre.te__ - ,I(e p pac- -D L oi etrxt 1,, -�_ Aid digaz Qe, s 4 i i �-r� / -ii, e j _-. /-8 Co A -r 1 SAMPLES OBTAINED (NOJSIZE/TYPE) SUMMARY To the best of our knowledge, all items Inspected as noted above were in general ,•nformance with the appr111111 lans and specifications. r 1 1 r 4 4014 I r \ `.►�: I �1 ' . - • F ELD REPRE NTATIVE it es Q Preliminary Observations ❑ No ❑ Deficiency Corrected — Report No. REVIEWED BY AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG SHUMACHER Specimen Type: CONCRETE ASTM -C39 Report Date: Project #: Project Name: Project Address: Project Mgr: Architect: Engineer: PO Number: AGRA Earth ;& Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034 -6919 Tel (425) 820.4869 Fax (425) 821-3914 October 20, 1999 8-91M- 12475 -C INTERNATIONALGATEWAY CORP 12421 PACIFIC HIGHWAY SOUTH KEN SAHI Mix and Field Data Cast Date: 8/26/1999 Placement: COLUMNS 0 AT 5, 6, 7, E @ 7 FOOTING +8'. Strength (fc): Required : 5000 psi @ 28 Days Mix ID: 741098 Supplier: CADMAN Load #: Truck #: 264 Ticket #: 29641 Plant #: - Batch Size: 10 YDS Water: - Admixture: Time Batch Time: 6 :00 Sample Time: 6:45 Finish Time: Contractor: Inspector: TYAIN HOEL Slump (Inches) ASTM C -143: Air Content (%) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ( °F): Actual 7.5 71 Ambient Temp. ( °F): 59 Weather: SUNNY Secs. 7t1 N/A N/A 50 -09 N/A Remarks: SAMPLE "C" DID NOT MAKE REQUIRED STRENGTH. THEREFORE SAMPLE "D" WILL BE TESTED AT 90 DAYS. REFERENCE REPORT #21, SET 15. Test Result Spec ID # ID 4658 A B C D Date Age Date Rec'd Tested (days) 8/27/1999 9/2/1999 7 8/27/1999 9/23/1999 28 8/27/1999 10/20/1999 56 8/27/1999 90 Nominal Specimen Size 4x8x0 4x8x0 4x8x0 Actual Area (sq in) Compressive Strength • Brk. Type/ % of (Ws) (psi) Cure Rigid 12.59 43300 3440 SH 69% 12.57 54400 4330 CSH 87% 12.57 58650 4670 CSH 93% Break Types — (Cn) Cone, (CSp) Cone .Spilt, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Client: Yes File: Yes Producer: Yea Others: °1 AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Kirkland, Washington, U.S.A. 980348918 Tel (425) 820 -4889 Fax (425) 821 -3914 FIELD DOCUMENT TRANSMITTAL To: Sabey Construction, Inc. 101 Elliot Avenue W. Suite 400 Seattle, Washington 98119 Attn: Mark Velasquez FaCSN 1\10V 011999 GOM ap�N1N Date: October 27, 1999 Project No.: 8 -91 M- 12475 -C Project Name: International Corporate Gateway Park -- Building C Project Manager: Ke - hi Permit N Enclosed for your review and records are our most recent Daily Field Reports and associated field • correspondence pertaining to the above - referenced project. ■ SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date _ Transmittal Date Inspection Report Laboratory Reports 36 Sets 15, 19 -21 10/22/99 10/19 - 10/21/99 10/27/99 10/27/99 cc: Nelson - Bourdages, Inc. City of Tukwila Sabey Construction Field Office S:\WORDPR0C1FI ld Document Trsnsnitta102000e112475.C.wpd 7 Attn: Robert Bourdages Attn: Permit #MI98 -0156, D99 -0151 Attn: Mark Velasquez 0 AG RA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Kirkland, Washington, U.S.A. 98034 -6918 Tel (425) 820 -4889 Fax (425) 821 -3914 FIELD DOCUMENT TRANSMITTAL To: Sabey Construction, Inc. 101 Elliot Avenue W. Suite 400 Seattle, Washington 98119 Attn: Mark Velasquez Date: October 27, 1999 Project No.: 8 -91 M- 12475 -C Project Name: International Corporate Gateway Park — Building C Project Manager: Ke _ - hi Permit N Enclosed for your review and records are our most recent Daily Field Reports and associated field correspondence pertaining to the above - referenced project. SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date . Transmittal Date Inspection Report Laboratory Reports 36 Sets 15, 19 -21 10/22/99 • 10/19- 10/21/99 10/27/99 " 10/27/99 . cc: Nelson - Bourdages, Inc. City of Tukwila. Sabey Construction Field Office • Attn: Robert Bourdages Attn: Permit #M198 -0156, D99 -0151 Attn: Mark Velasquez 5:1W0RDPROC1FINd Document Trsnsm ttals 12000s112475-C.wpd OAGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Giant: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG SHUMACHER Specimen Type: CONCRETE ASTM -C39 Report Date: Project #: Project Name: Project Address: Project Mgr: Architect: Engineer: PO Number: AGRA Earth .& Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland,. Washington USA 980344919 Tel (425) 820.4889 October 19, 1999 (425) 821.3914 8- 91M- 12475 -C INTERNATIONALGATEWAY CORP 12421 PACIFIC HIGHWAY SOUTH KEN SARI Mix and Field Data Cast Date: 9/20/99 Placement: STEM WALL / PLINTH SECTIONS AT 1 AND 3 AT A. Strength (Pc): Required : 4000 psi @ 28 Days Mix ID: Supplier: Load #: Truck #: Ticket #: Plant #: Batch Size: Water: Admixture: Time Batch Time: Sample Time: Finish Time: Contractor: Inspector: CHRIS HEIMBIGNER 345163 Actual Since. CADMAN Slump (Inches) ASTM C -143: 4.75 6 Air Content ( %) ASTM C -231: N/A 260 Unit Weight (pcf) ASTM C -138: WA 38869 Concrete Temp. ('F): 65 50-90 10 YDS 20 GALS 6:13 8 :05 8:25 Ambient Temp. ('F): 61 Weather: CLEAR Remarks: REFERENCE REPORT #31, SET 20. WA Test Result Spec ID # ID 4973 A B C D Date Rec'd 9/21/99 9/21/99 9/21/99 9/21/99 9/21/99 Date Age Tested (days) 9/27/99 9/27/99 10/18/99 10/18/99 Nominal Specimen Size Actual Area (sq in) Compressive (Ibs) Strength Brk. Type/ % of (psi) Cure Req'd 7 7 28 28 ■ 6x12x0 6x12x0 6x12x0 6x12x0 28.29 28.29 28.28 28.28 118730 112870 145360 154620 Break Types — (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Client: Yes File: Yes '4. Producer: Yes Others: 4200 3990 5140 5470 CSH 105% CSH 100% CSH 129% CSH 137% { °AGRA ENGINEERING GLOBAL SOWEIONS 11335 N.E. 122nd Way, Suite 100 Kirkland, WasNngton, U.S.A. 98034.6918 Tel (425) 820-4669 Fax (425) 8213914 FIELD DOCUMENT TRANSMITTAL To: Sabey Construction, Inc. 101 Elliot Avenue W. Suite 400 Seattle, Washington 98119 Attn: Mark Velasquez Date: December 15, 1999 Project No.: 8 -91 M- 12475 -C Project Name: International Corporate Gateway Park — Building C Project Manager: Permit N Enclosed for your review and records are our most recent Daily Fled Reports and ass . - - - • eld correspondence pertaining to the above - referenced project. • SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Inspection Report Laboratory Reports ` 46 Sets 24, 28, 30 12/08/99 12/08- 12/10/99 12/15/99 12/15/99 .. cc: Nelson - Bourdages, Inc. City of Tukwila Sabey Construction Field Office Attn: Robert Bourdages Attn: Permit #MI98 -0156, D99- 0151 Attn: Mark Velasquez AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 TEST REPORT (CONCRETE ASTM C -39 GROUT STM C -1019 MORTAR (TYPE ) CMU (TYPE ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 ASTM C -140 PR � trer�r, � 6h1)4 PROJECT NO. aii 12 5 -c- REPORT ry PAGE(kidudss Test Reports) 2-_ OF z.. DATE �j OBDCL. L 9 FIELD DATA ' BATCH DATA SUPPLIER 5tO o 4,�A ,T_' TYPE OF CEMENT C -Z 1 " L MIX NUMBER %� WEIGHTS PERYARD DESIGN ACTUAL TICKET NUMBER 11151e, CEMENT (LBS.) 5-6 y 5-6 3 TRUCK NUMBER ({ FLY ASH (LBS.) BATCH SIZE, YD' `3 COARSE AGG. (LBS.) TOTAL PLACED 7 OF 35" YDS3 COARSE AGG. (LBS.) WATER ADDED, GALS. 117 COARSE AGG. (LBS.) IO a& SR? ALLOWABLE WATER, GALS. S3 FINE AGG. (LBS.) 14f; l' $ 7 DRUM REVOLUTIONS 3 Mfvrd—t_s WATER (LBS.) Z' a e . 3c BATCH TIME 0735- AIR ENTRAINMENT SAMPLE TIME e2 e6-0 ADMIXTURE NO. 1 hQti# II CZ ' i FINISH TIME 09 3D ADMIXTURE NO. 2 5-6,142 2- Poles r 61. 41" . SAMPLE AND TEST DATA ': :. SAMPLE SET % OF / LABORATORY SET # 1 I.D. S. ?•5 CS ) SAMPLE LOCATION: f-2.. / , $64t9 0os L • DESIGN STRENGTH 44_ PSI 0 28 DAYS 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) 7-2-07S -L-f SLUMP (ASTM C -143) A er 5v 'F ` SPECIMEN (NOJSIZE/TYPE) 86V it /2(1 AIR CONT. (ASTM C -173/C -231) �.r DATE SAMPLED D S DC-4- AMBIENT TEMP. °F �— 1"6° DATE RECEIVED SAMPLE TEMP. (AM C -1064) r'",.. chi" a% a CURING CONDITIONS 1(3`#4i(f UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) 'Note appropriate MM methods If different from times Indkat.d SAMPLE STORAGE LOCATION AND COMMENTS AGRA FIELD REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. Atli al7Rra.,NMI Ss 4 !� AG RA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG SHUMACHER Specimen Type: CONCRETE AST1N -C39 Report Date: Project S: Project Name: Project Addrsas: AGRA Earth & . Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034 -8918 Tel (425) 820-4889 December 10 ,F425) 821 -3914 sus 8-91M- 12475 -C INTERNATIONALGATEWAY CORP 12421 PACIFIC HIGHWAY SOUTH Project Mgr. KEN SAHI Architect: Engineer: PO Number: Mix and Field Data Cast Date: 11/11/1999 Placement: BRIDGE WEST SIDE OF BLDG. C. Strength (t c): Required : 4000 psi © 28 Days Mix ID: 345161 Supplier: CADMAN Load N: Truck #: 264 Ticket N: 59314 Plant N: - Batch Size: 5 GALS Water: - Admixture: - Time ' Batch Time: Sample Time: Finish Time: 12:06 12:25 12:35 Contractor. Inspector. DJ MANNING Slump (inches) ASTM C -143: Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. (•F): Actual 6.25 62 Ambient Temp. (•F): 54 Weather: N/A Remarks: REFERENCE REPORT #39, SET 24. 6 N/A N/A 50-90 N/A Test Result Spec ID # ID 5520 A B C D Date Age Date Recd Tested (days) 11/12/1999 11/18/1999 7 11/12/1999 12/9/1999 28 11/12/1999 12/9/1999 28 11/12/1999 Nominal Specimen Size 8x12x0 6x12x0 6x12x0 Actual Area (sq in) Compressive Strength Brk. Type/ % of (Ibs) (pan Cure Req'd 28.27 139580 4940 CSH 123% 28.27 187930 5940 SH 149% 28.27 ' 165730 5880 SH 147% HOLD Break Types -- (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Client: Yes File: Yes Producer: Yes Others: 4 •AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOTAVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG SHUMACHER Specimen Type: CONCRETE ASTM -C39 �r Report Date: Project 0: Project Name: Project Address: Protect Mgr: Architect: Engineer: PO Number. AGRA Earth 8 Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 980344918 Tel (425) 820 -4669 December 8, !alb (425) 821-3914 8-91M- 12475 -C INTERNATIONALGATEWAY CORP 12421 PACIFIC HIGHWAY SOUTH KEN SAHI Mix and Field Data Cast Date: 11/29/99 Contractor: Placement: SLAB ON DECK, 4TH FLOOR, BLDG C, B AND G LINE. Strength (f'c): Required : 4000 psi (4 28 Days Mix ID: Supplier: Load 0: Truck 0: Ticket 1: Plant 0: Batch Size: Water: Admixture: Time Batch Time: Sample Time: Finish Time: 6010 STONEWAY 301 110461 12 YDS 12 GALS 7:50 9:00 9:20 Inspector: USA ROSS Slump (Inches) ASTM C -143: Air Content (%) ASTM C -231: Unit Weight (pci) ASTM C -138: Concrete Temp. ('F): MEL 6 7 N/A N/A 68 50-90 Ambient Temp, ('F): 48 Weather: RAIN Remarks: REFERENCE REPORT 041, SET 28. N/A Test Result Spec ID 0 ID Date Recd 5674 A 11/30/99 . B 11/30/99 C 11/30/99 D 11/30/99 Date Age Tested (days) 12/6/99 7 28 28 Actual Nominal Area Specimen Size (sq In) 6x12x0 28.28 Compressive (lbs) 104280 Break Types — (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Client: Yes File: Yes Producer: Yes Strength (PsO 3690 Brk. Type/ % of Cur Req'd ' SH 92% HOLD • •4. •AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG SHUMACHER Specimen Type: CONCRETE ASTM -C3! Report Date: Protect 0: Protect Name: Protect Address: Protect Mgr. Architect: Engineer: PO Number: AGRA Earth 8 • Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034 -8918 Tel (425) 820-4889 December 10,F425) 821 -3914 8-91 M- 12475 -C INTERNATIONALGATEWAY CORP 12421 PACIFIC HIGHWAY SOUTH KEN SAHI Mix and Field Data Cast Date: 12/2/1999 Placement: N. THICKENED ELEV. SLAB P -2. Strength (fc): Required : 4000 psi ® 28 Days Mix ID: 6010 Supplier: STONEWAY Load #: Truck #: 406 Ticket #: 111030 Plant #: Batch Size: 10 YDS Water: 10 GALS Admixture: - Time Batch Time: Sample Time: Finish Time: 7:30 8:05 8:25 Contractor. Inspector: DAVE BERNIER Slump (Inches) ASTM C -143: 5.5 Air Content (%) ASTM C -231: Unit Weight (pd) ASTM C -138: Concrete Temp. ('F): 64 Ambient Temp. ('F): 51 Weather: OVERCAST Remarks: REFERENCE REPORT 045, SET 30. SDscs. 6 N/A N/A 50-90 N/A Test Result Spec ID # ID 5701 A B C D Date Date Reo'd Tested 12/3/1999 • 12/9/1999 12/3/1999 12/3/1999 12/3/1999 Age (days) 7 8x12x0 28 28 Nominal Specimen Size Actual Area (sq In) 28.28 Compnss/w (Ibs1 118310 Break Types — (Cn) Cone, (CSp) Cone - Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Client: Yes File: Yes Producer: Yes Stnnpth Brk. Type/ % of (psq Cure Req'd 4110 SH 103% HOLD 4 /\ AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Kirkland, Washington, USA 980348918 Tel (425) 820 -4889 Fax (425) 821 -3914 FIELD DOCUMENT TRANSMITTAL To: Sabey Construction, Inc. 101 Elliot Avenue W. Suite 400 Seattle, Washington 98119 Attn: Mark Velasquez Enclosed for your review and records are our most recent correspondence pertaining to the above - referenced project. Date: December 1, 1999 Project No.: 8 -91 M- 12475 -C Project Name: International Corporate Gateway Park — Building C Project Manager: Permit .:,MI98 -01561 D99 -0151 Daily Field Reports and associated field SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Inspection Reports Laboratory Reports 39-41 Sets 19, 24 11/15 - 11/18/99 11/15 - 11/18/99 12/01/99 12/01/99 cc: Nelson - Bourdages, Inc. City of Tukwila . Sabey Construction Field Office Attn: Robert Bourdages Attn: Permit #MI98 -0156, D99 -0151 Attn: Mark Velasquez S.tWOROPROClFls d Document Tranim ttals112000s112475 -C.wpd • •AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E.122n0 Way, Suite 100 Tel (425) 820 -4689 Kirkland, Washington 98034 Fax (425) 821 -3914 DAILY FIELD REPORT PROJECT NAME arAr4 AMC 7", OA*, 6.ts dabs y MAX. _al 4G K PROJECT NO. S4 /'l /2V 7f G REPORT NO. 3 q ADDRESS / Z Y2/ PAc f.c ,VaJY PERMIT NO, X49 • 04r/ WEATHER AO/ A) DATE 11. 1/ 91 PAGE (nduowToReports) 1 OF Z.... CUENT SH3c Y STRUCTURAL ENGINEER Oth74. SOA Beak PALES AGRA PROJECT MANAGERJVHONE NO. k,Z4 SAN ARCHITECT $434 Y AGRA FIELD REPRESENTATNE/PAGER NO. bEA141 a 2- hilikAl / /kr- CONTRACTOR S l4 aG Y TYPE OF INSPECTION 13•MrcW INSPECTION C / ❑ RE•INSPECTION .:'.COMMENTS .4 • d140404 OA/ J. Te A'S Ai-fides rJ1) i'3 leG/,d. 4i L 'd,*ccei% AGRA `ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 TEST REPORT ONCRETE . ASTM C -39 GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 ASTM C -140 P CT NA fAir. G4,2-4-Amir PQ.k PROJECT NO. gym 24175*. REPORT NO. 3F. PAGE (Includes Test Reports) Z, OF DATE G /�• /�• 7 7 p FIELD DATA BATCH DATA SUPPLIER edel, yAAI TYPE OF CEMENT •Zr_ , ?� MIX NUMBER 7y/4/ WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER .0--93/9 CEMENT (LBS.) WW.44041 e 4 L TRUCK NUMBER zG (I FLY ASH (LBS.) / y-a- BATCH SIZE, VD' COARSE AGG. (LBS.) 4 /5-74 TOTAL PLACED r // OF /S YDS, COARSE AGG. (LBS.) 4► 31V WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) /4 5" DRUM REVOLUTIONS WATER (LBS.) z Va BATCH TIME /Z04, AIR ENTRAINMENT SAMPLE TIME / z zr ADMIXTURE NO. 1 )4 gum, 510 FINISH TIME / 2.35 --' ADMIXTURE NO. 2 0 QcJtL (di SAMPLE AND TEST DATA SAMPLE SET / OF LABORATORY SETH a F'I- I.D. H SAMPLE LOCATION: 8it,16.0 adj.? r •S.•Pff of .43 iels C. DESIGN STRENGTH PSI @ 2f DAYS 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) 7 - Z 8 , 29.0 SLUMP (ASTM C -143) 4 ! /_ , z S `--�� SPECIMEN (NOJSIZE/TYPE) y/. GX /Z AIR CONT. (ASTM C -173/C -231) DATE SAMPLED X1.1/ 97 AMBIENT TEMP. °F .0 . qD 6'9 DATE RECEIVED SAMPLE TEMP. (ASTM C -1064) 510 • 'IP t CURING CONDITIONS UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) •Note appropriat. W$ methods If different from those Indicated SAMPLE STORAGE LOCATION AND COMMENTS AGRA ELD REPRESENTATIVE REVIEWED BY •0 AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122^° Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 INSPECTION REPORT PROJECT NAME '')e rile/ ),UYia1 iaieway -� G PROJECT NO. 7-q1/44-1 247r- C REPORT NO. 4-0 ADDRESS (/ J24}21 pC1.1 5 .J 11akti,1.Q� �q PERMIT NO. 019 -4 1.S1 DATE 1i / /gl9y CLIENT SA 9‘y CGRPoRA.-na.I WEATHER P'C' PAGE (Includes Tip 9sporo STRUCTURAL ENGINEER AGRA PROJECT MANAGER/PHONE NO. K'N $,414 ARCHITECT • AGRA FIELD REPRESENTATIVE/PAGER NO. 5,4 -4 1ie KµzLFru CONTRACTOR 0 gY Cag P<R,4 fl AJ TYPE OF INSPECTION NEW INSPECsA cNGR �� ❑ RE•INSPECTION � ' t' �yf CAti S � 'NJ�' "t.... 44: l F Y s a y {' T f ) .. .�` y 1 4;' 1 t ;:',4110,',`444,4:44404t .� ;.��_ �. : rd': ��: ���,; �����.., r�: �r.• ..�- YIINSPECTION- DATA�...�; ;, .�.. _. .�..:� t �� >���� .. • Wit;` A RR 1 vED oN- S r r & 4s R E 4 uE s1 &J' g y TII E CriNTR.4eT Ta -r ws pEcr Co,v R 6TT6• SUPERVISED PLACEM5i1"r P/220 CLi 4 RA i or S?-oA/E' way Jamie M/X 55$ 7 A AT 3" MB —aN— MSI AL TNIP FL0011. e DRAw,vG S7 ). _DECK AT- C Q ti f L D I NG . CesA/cAE` r cw,4 S PL IED ay PNM P f H.4Ain RoDD6:: "'two ,SAMpL -s U IC CevvCR---.r OE 1 ' Rc T11 KEN AND jC."J GNT" —r6s-i C yD A/ D EIS 4(11.1 /2" Wt.-Lc CAs'r. A -n 4 c P A 6a p y c F T NF. ,4 P PRd vg -A /4/, 4f cgs-- 7.4 D.¢ 1 D / / /J6 1 p gY NEl taN- R RDi(FS , &V RoR 4--IT 13G LigD.4G -ES ;.' , SAMPLES OBTAINED (NOJSIZElTYPEY t ' H ! 4•!,•,..,. INSPECTION RESULTS .. To the best of our knowledge, all items inspected as noted above were %Yes ❑ Preliminary Inspection in general conformance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected - Report No. 14 AGRA FIELD R" ' ' N A VE IEWED BY AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821-3914 INSPECTION REPORT PROJECT NAME Pl'it-f-'n el)110114/ o-'Se Va(y PROJECT NO. ei --11/41 REPORT NO. 0 ADDRESS 12 44,21 Pc-H 5.7---ruki,4014J 141.4 PERMIT NO. DATE llielf q AGRA FIELD EPRESENTATIV REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGEF This report is provided solely for the information of our client. This report is not Intended to be transmitted to a third party by any means, except In full. without written permission of AGRA Earth and Environmental, Inc. AIS40,27: 4 1,40, ,ii sM•cr5D k &_/ i / F-.0 4 I_N-* sr- c 6.--ect._ PLAzghi 6v1: 9 p-„K ge-,4fris -6-671/ A LINE - i ,k--"y si - a 41- , cd AA) 4T. 14-r -1z.t D Lig -6:: 2/ 3/ 4 pb Ee?-1-7,41 R - 2 2 EV - - L g i - c 1 L-D i,t� ci A P F 1) -n, c‹ift i pbr A. ) 1114 A-PPRcv FMAis .0N Shic-r* S21 p‘trA-IL RI 7/? .ff 41-*6 R`rterat‘iff 44 Z c=r<lp 4t. Co/vcRE-7-6' AO /I ./ Zfr6 4 meihrmair .ci4pliip or 57-67-AitAJAT cRg--rg 1 Ag.s PL4 8 Pp frictamc,4-Lir cogscibpyter----D. e r 11C 54/4-PL- e '/-R67-6---- (-0,44 1—A4-64P AND e_e/-tc&C—T---. "T--..sr oral/De-Es 6,/r7.---ge- cA-51---. • AGRA FIELD EPRESENTATIV REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGEF This report is provided solely for the information of our client. This report is not Intended to be transmitted to a third party by any means, except In full. without written permission of AGRA Earth and Environmental, Inc. AIS40,27: AG RA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nD Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 TEST REPORT CONCRETE ASTM C -3 GROUT ASTM C -1019 MORTAR (TYPE ) ASTM C -780 �le CMU (TYPE ) ASTM C -140 PRISM UBC 21 -17 SHOTCRETE ACI 506 R r-044-to ma 1 6-41-e C,,,4 y ADDRESS PROJECT NO. 7 -q1M- 124-7 -c OTHER CL129-2J Pal 5. 7Ktti1LA) W 5A.E6 GdizP Rkrf a,r/ REPORT NO. 446 n //s119 PAGE (Includes Inspection Recce) FIELD DATA BATCH DATA SUPPLIER 513,V WA TYPE OF CEMENT 'TEST DATA , MIX NUMBER 5c5-- 7 A /9 WEIGHTS PER'YARDS ACTUAL DESIGN • TICKET NUMBER /o 93 07 CEMENT (LBS.) i :7 /4 (45.-2 TRUCK NUMBER 3/3 FLY ASH (LBS.) npg F. 72 0 7 2 0 BATCH SIZE, YD' DATE RECEIVED COARSE AGG. (LBS.) SAMPLE TEMP. (ASTM C -1064) 7- TOTAL PLACED 72 OF YDS3 COARSE AGG. (LBS.) HIGH/LOW TEMPERATURES WATER ADDED, GALS. / 7 COARSE AGG. (LBS.)ga st / 4SY0 /47448 ALLOWABLE WATER, GALS. 3 g FINE AGG. (LBS.) tsAND / (3 o / 4.2 8e DRUM REVOLUTIONS —..r WATER (LBS.) 1 / q6 / 2.0-0 BATCH TIME q i 01 AM AIR ENTRAINMENT / op o2 /12 02 SAMPLE TIME /o t /5' A A ADMIXTURE NO. 1 wrd4 -6y, ADMIXTURE NO. 2Pft/a... t 213 — 2 L''. 02 /'- ---'�- FINISH TIME / o ; Ze) A /'A SAMPLE AND TEST DATA SET NUMBER: `nom SAMPLE LOCATION: DESIGN STRENGTH 470.9 0PSI ® 26 DAYS 'TEST DATA ACTUAL SPECIFIED TEST AGE (DAYS) 7, 2 9,,2 e 4 SLUMP (ASTM C -143) II I, SPECIMEN (NOJSIZE/TYPE) 41- G "9 0, /..2/1 AIR CONT. (ASTM C -173/C -231) — '-- DATE SAMPLED / /---/8 —9 q AMBIENT TEMP. °F !f. 2 12 .� DATE RECEIVED SAMPLE TEMP. (ASTM C -1064) CURING CONDITIONS F)E1.1:, UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) -- -- •Mou appropriate bet methods II different kern these WWI,/ COMMENTS I L REPRESENTATIVE REVIEWED BY OAGRA c ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821-3914 TEST REPORT /CONCRETE ASTM C -39 GROUT STM C -1019 MORTAR (TYPE ) CMU (TYPE ASTM ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 C -140 5;1 iterrlailoNa.1 ba i-ewrcj PROJECT NO. _6-11,44- )244,77--- C REPORT NO. PAGE (I I Aao OF f------ ADDRESS / /2 2.1 Ca - L: CLIENT ''14 -BEY CG pogArriai✓ 1 TGCd DATE // // g/ l el FIELD DATA BATCH DATA • SUPPLIER Si-a,/la wA y 1 TYPE OF CEMENT 1 'TEST DATA SLUMP (ASTM C -143) ACTUAL 7 t %. MIX NUMBER c's-'S- 7 A WEIGHTS PEFtYARD5 ACTUAL DESIGN TICKET NUMBER j D Tile CEMENT (LBS.) TGCd WS-2 TRUCK NUMBER i2 2 FLY ASH (LBS.) 7 2" 72.e. BATCH SIZE, VD' Q COARSE AGG. (LBS.) CURING CONDITIONS F) E(,,1, TOTAL PLACED / 0 0 OF 72 G YDS' COARSE AGG. (LBS.) / / WATER ADDED, GALS. /p COARSE AGG. (LBS.) re) ( „HBO `( O ALLOWABLE WATER, GALS. 2 I lr FINE AGG. (LBS.) S AND 14g22) / 4L 332 DRUM REVOLUTIONS ,_.. WATER (LBS.) / 7 5.0 / 3 49 BATCH TIME 1/3 22. AIR ENTRAINMENT A 0 v4 /08 e-A- 1 v 6 OZ SAMPLE TIME J 2!.0C ADMIXTURE NO. 1 IA/ Rp44.. 2. 16 i1 .6,-2. FINISH TIME / 2 i 1s-'- ADMIXTURE NO. 2 —�2_ SAMPLE AND TEST DATA SET NUMBER: (3. Lo 617 SAMPLE LOCATION: DESIGN STRENGTH 1. j o0 o PSI @ 2 0 DAYS 7, zed 28, f4 'TEST DATA SLUMP (ASTM C -143) ACTUAL 7 t %. SPECIFIED 6 TEST AGE (DAYS) SPECIMEN (NOJSIZE/TYPE) 4�..- hide% /2" AIR CONT. (ASTM C -173/C- 231) --�'�` r� DATE SAMPLED / / / /g` / 9 q AMBIENT TEMP. °F 4 DATE RECEIVED SAMPLE TEMP. (ASTM C -1064) O ( --- CURING CONDITIONS F) E(,,1, UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) •Note wppO9dSW MI methods M dNNtaM from them In/IoeM• -.. • COMMENTS REVIEWED BY �. AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland. Washington 98034 Fax (425) 821 -3914 TEST REPORT CONCRETE STM C -39 GROUT STM C -1019 MORTAR (TYPE ) CMU (TYPE ) PRISM UBC 21-17 SHOTCRETE ACI 506 R OTHER ASTM C -780 ASTM C -140 _ PR -TY\reftntP ttA•I G Ai PROJECT NO. -17-4 75 ' -L REPORT NO. YD PAGE ud..TutRsports) Y OF y DATE /8Voif 9 7 FIELD DATA BATCH DATA SUPPLIER 51-ovwwf4l TYPE OF CEMENT MIX NUMBER t,C1 SO -4 WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER L cq 4i53— CEMENT (LBS.) &,5 O b53 TRUCK NUMBER 14-3 FLY ASH (LBS.) 12.0 I ZO BATCH SIZE, YD3 ID COARSE AGG. (LBS.) TOTAL PLACED S OF 2.0 YDS3 COARSE AGG. (LBS.) 17D..5- MI WATER ADDED, GALS. COARSE AGG. (LBS.) 67.5- 662 ALLOWABLE WATER, GALS. -3c, FINE AGG. (LBS.) 672. 6(77 DRUM REVOLUTIONS ---- WATER (LBS.) BATCH TIME 135-5-- AIR ENTRAINMENT SAMPLE TIME /Sop ADMIXTURE NO. 1 34 ,6 VA-0 VI1 3y -L FINISH TIME t!,5- ADMIXTURE NO. 2 36.6- f.4thir}.by -S--- SAMPLE AND TEST DATA SAMPLE SET 3 OF 3 LABORATORY SET # -1 ff I.D. r6 1r SAMPLE LOCATION: ("t- 0cfn1 cGc[L 3 rg Ftn0 r b0 L DESIGN STRENGTH 7 yPSI 02,12, DAYS 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) '7- Zg -t:�J- (-1 SLUMP (ASTM C -143) 5'4" 6" SPECIMEN (NOJSIZE(TYPE) OW F.. Z fr AIR CONT. (ASTM C- 173/C•231) --"' DATE SAMPLED le ©(/ ^ AMBIENT TEMP. °F �� - yg f3 DATE RECEIVED SAMPLE TEMP. (ASTM C- 1064) 5-0 -go 61° CURING CONDITIONS UNIT WEIGHT (ASTM C -138) �— -"- HIGH/LOW TEMPERATURES YIELD (ASTM C -138) .—` `� Moto appropriate t..t method. If Misrule from Chow Indicated SAMPLE STORAGE LOCATION AND COMMENTS C AG - F - - : SENTATIVE ` REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGEF This report is provided solely for the information of our client. This report is"not intended to be transmitted to a third party by any means, except in full without written permission of AGRA Earth and Environmental, Inc. AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 DAILY FIELD REPORT PROJECT NAME / ..44.114. „s /6, s / "f/ t�.�4v / s�.� 137 / C / PROJECT NO. 7/.N- /24/'%5— -.. REPORT NO 91 ADDRESS J /2 2/ 'c.• - // S ?'w. , PERMIT NO. 9Y- s/ DATE /r ,- 5 CUENT i1;1;1/4.. WEATHER PAGE (NdtdsSTS.l Reports) / OF / STRUCTURAL ENGIN R .r LE" 421.. E0-14 s AGRA PROJECT M A NAGER/PHONE NO. .6-44 , r %. ARCHITECT s hy. AGRA FIELD REPRESENTATNEIPAGER NO. 1 (.. J. /sue Z./ s1s =7i!: v�sv CONTRACTOR // - �Sb / TYPE OF INSPE / . / 4'e l` ' H,, / ❑ RE•INSPECTION INSPECTION _.... ,•-•.,.- - W=h.74:1. ,'.A', , . .M :',. .;.!: ?. v COMM ENTS' "� ... .. .. '',''..' _ . ;t ;giZat: /i %3lt W.1.J- .3'4f,; 4 . , : *7+;.a :` ... . . ��t�� eain 1e d QM S, , t la.■ / ,✓e. rer, ce(cr i c. 7 .a f/) E-7<i - •fledr r / its o" /4- ‘,74-c-/:24,_ G.1 C 1 r ( ? ei I)- f ` 7/3.4, ;/, . - '71-....: % . foot _lc_C 9 /C-. ,f`/,- "'. ,j -, (c 4e,., 4.6,,Ato ,(.C.- cu,, g, G.io, 4 ,•>` ori'..-o-F g7 c/'� o .4 s.ne / G..,eC4 . ....416-iel 4 9/S zJG/% Q/Uc.l1J s i4 G.. W et-1404 ( ¢.. G is..97�ll.0 /. ,7 j Ye` /..;.<:-.- - 4e, I ,/ ( c, /:;L , /� w�K-r> _5' /4„-/r ch /4.e. w� 4 et 0,1.6te_ L✓ . ,,,; Gt/J .0.//-P, c 4 2 CWL., O. k.. 7( - c..t - ., c .i'.e- 14.,),..,-K. A = . i' 4 ,,,.../e7e, " /.s t"...1 A. co :. 47,1.4. -,.1.- w, '7'1( G// _J% 44 G�c�es s.,..el - %A.c..'{�:.t.. -.s- iJ J L ICi0C,.,L' L.) 1....✓'..1.A. A0,1/ 71% c, — I \ . SAMPLES OBTAINED (NOJSIZEITYPE) SUMMARY To the best of our knowledge, all items inspected as noted above were in general conformance with the approve, tans and speciij aligns. AGRA FIELD REPRESENTATIVE — *Yes ❑ No ❑ Preliminary Observations ❑ Deficiency Corrected - Report No. REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is npt Intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG SHUMACHER Specimen Type: CONCRETE ASTM -C39 Report Date: Project #: Protect Name: Protect Address: AGRA Earth, & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 980346919 Tel (425) 820 -4889 Fax 425) 821-3914 November 15, 1999 8-91M- 12475 -C INTERNATIONALGATEWAY CORP 12421 PACIFIC HIGHWAY SOUTH Project Mgr: KEN SAHI Architect: Engineer: PO Number: Mix and Field Data Cast Date: 9/20/99 Placement: P1 TO F1 COLUMNS AT 6/C AND D, 7 /C; D AND E. Strength (Pc): Required : 7000 psi © 28 Days Mix ID: 741098 Supplier: CADMAN Load #: Truck #: 207 Ticket #: 38861 Plant #: - Batch Size: 10 YDS Water: 10 GALS Admixture: - Time Batch Time: 6:00 Sample Time: 7:25 Finish Time: 8 :00 Contractor: Inspector: CHRIS HEIMBIGNER Slump (Inches) ASTM C -143: Air Content (%) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ('F): Actual 5 65 Ambient Temp. ('F): 58 Weather: CLEAR Soecs. 7 N/A N/A 50.90 N/A Remarks: SAMPLE "B" DID NOT MAKE REQUIRED STRENGTH. THEREFORE, SAMPLES "C" AND "D" WILL BE TESTED AT 56 DAYS. REFERENCE REPORT #31, SET 19. Test Result Spec ID # ID 4972 A B C D Date Age Date Rec'd Tested (days) 9/21/99 9/27/99 • 7 9/21/99 10/18/99 28 9/21/99 11/15/99 58 9/21 /99 11/15/99 58 Nominal Specimen Size 6x12x0 6x12x0 6x12x0 6x12x0 Actual Area Compress's,' Strength Brk. Type/ % of (sq In) (lbs) (psi) Cure Rsq'd 28.29 182110 5730 28.28 180380. 6380 28.28 198200 7010 28.28 205140 7250 Break Types — (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Client: Yes File: Yes Producer: Yes Others: SH 82% CSH 91% CSH 100% CSH 104% AG RA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOTAVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG SHUMACHER Specimen Type: CONCRETE ASTM -C39 Report Date: Project #: Project Name: Project Address: Project Mgr: Architect: Engineer: PO Number. AGRA Earth & Environmental, Inc. 11335 NE 122nd Way . Suite 100 Kiridand, Washington USA 98034 -8919 Tel (425) 820.4889 Fax (425) 821 -3914 November 18, 1999 8-91M- 12475 -C INTERNATIONALGATEWAY CORP 12421 PACIFIC HIGHWAY SOUTH KEN SAHI Mix and Field Data Cast Date: 11/11/99 Placement: BRIDGE WEST SIDE OF BLDG. C. Strength (tic): Required : 4000 psi 28 Days Mix ID: 345161 Supplier: CADMAN Load #: Truck #: 264 Ticket #: 59314 Plant #: - Batch Size: 5 GALS Water: - Admixture: Time Batch Time: 12 :06 Sample Time: 12:25 Finish Time: 12:35 Contractor: Inspector: DJ MANNING Slump (inches) ASTM C -143: Air Content (1) ASTM C -231: Unit Weight (pci) ASTM C -138: Concrete Temp. ('F): Actual AMC& 8,25 6 WA N/A 62 50-90 Ambient Temp. ('F): 54 N/A Weather: N/A Remarks: REFERENCE REPORT #39, SET 24. Test Result Spec ID # ID Date Rec'd 5520 A 11/12/99 B 11/12/99 C 11/12/99 D 11/12/99 Date Tested 11/18/99 Actual Age Nominal Area Compreuive (days) Specimen Size ($q in) (Itu) '7 6x12x0 28,27 139580 28 28 Break Types — (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Strength (Psi) 4940 Brk. Type / % of Cure Req'd CSH 123% HOLD Reviewed By (2 Distribution Client: Yes File: Yes Producer: Yes Others: i •AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Kirkland, Washington, U.SA. 98034 -8918 Tel (425) 820.4889 Fax (425) 821 -3914 FIELD DOCUMENT TRANSMITTAL To: Sabey Construction, Inc. 101 Elliot Avenue W. Suite 400 Seattle, Washington 98119 Attn: Mark Velasquez RE s'srr"vr--71D JUN 2 2 1999 COMMUNITY DEVELOPMENT Enclosed for your review and records are our most recent correspondence pertaining to the above - referenced project. Date: June 18, 1999 Project No.: 8 -91M- 12475 -C Project Name: International Corporate Gateway Park — Building C Pro t llenaper: Ken -Saki Permit No.: MI98 -0156 Daily Field Reports and associated field SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Inspection Report Laboratory Reports 03 Sets 1, 3 06/09/99 06/08- 06/15/99 06/18/99 06/18/99 cc: Nelson- Bourdages, Inc. Attn: Robert Bourdages City of Tukwila Attn: Permit #D98 -0214 Sabey Construction Field Office Attn: Mark Velasquez AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122n4 Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 INSPECTION REPORT PROJECT NAME 'AJ� jg- A tell 1'0 a41 -re w0y PROJECT NO. 0 f REPORT NO. ADDRESS /A y�l Pa 4.; i Hwy S. ---fiU /curl 4 P RMIT NO. . /ors 9e.- /s6 WEATHER aL AGRA PROJECT MANAGER/PHONE NO. IC Al SA10 -1 AGRAFIELDREPRESENTATIVE /PAGERNO. S'A-t^ //)fm Si DATE 6•- 9- 9 9 PAGE (includes test Reports , .i Ail i,- CLIENT SAaFy ecy,o 0- Aetd;, /k,� STRUCTURAL ENGINEER nt ELQi✓ 13 2l=41 l.¢�3 ARCHITECT 41- FR /efre/ 1 01/6 ,ieclQ c CONTRACTOR 5 e &- . e "ti0 a-a J f r TYPE OF INSPECTION /� • NEW INSPECTION (/ ❑ RE•INSPECTION INSPECTION DATA lizAti.dr.-1,4e4e1 RQZ.4.,lop (4 E et li-r k,V- 2g. .4. e_ ci q a Tlutt, /e.1. .4.6 Lu a 9 aa f q II- ra Q caL A/O .. I1e.,ly6 q ! tap 4t_9 C2 n . - . .. le21.42/4______t_ cdSc) le. t 1 E eikA CI "mil 0t L/ till 420 /had 0,kCi,iQ /..1- .,.a_L1 A 31 rtc Pick- 444'6 aoh9f tA) efi ec,c)1.-36-Q4'45L Lij 41'1) I) Li 67 Lk, ee' —1' cl c L caitt . cz ia___ -7-1-- '. / 6, 4, qtr _mot ,,,----- .. 1-- arda co 3 I , ./� /!/ _ /,. 44 ID . w. 7 -.• ,e, Al R i. 1 1-, `�' %67 N -P -f-te. t CC. 6 _ . ,d," ; 3' fo L- TES r" ■ • _� rL `3 (ICYrr Gam` S -9 (,- - (2 4 '7C- d _ ca....., b ,4„ .. c.t.s �-Z 144— 734.3 eii SAMPLES BT INED NO. /SIZE/TYPE ay. 14- I■ See ' >1'431 31 r? -- � • INSPECTION RESULTS ' ' To the best of our knowledge, all items inspected as noted above were % es ❑ Preliminary Inspection in general conformance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected — Report No. AGRA Fl D REPRESENTATI REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report Is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. �j AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: STRATTA COMMUNICATIONS 3501 EVERETT AVE EVERETT, WA 98201 Attn: MIKE GORDON Specimen Type: CONCRETE ASTP4C39 AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034 -8918 Tel (425) 820 -4669 Fax (425) 821 -3914 Report Date: June 8, 1999 Project #: 8.91 M- 12475 -C Project Name: INTERNATIONALGATEWAY CORP Project Address: 12421 PACIFIC HIGHWAY SOUTH Project Mgr: KEN SAHI Architect: Engineer: PO Number: Mix and Field Data Cast Date: 6/1/99 Contractor: Placement: BUILDING B TRASH COMPACTER WALL AND BUILDING C FOOTINGS ON 7 LINE FROM A TO C AND ON B LINE FROM 4 TO 8. Strength (rc): Required : 4000 psi @ 28 Days Mix ID: 313 Supplier: CADMAN Load #: - Truck #: 146 Ticket #: 345143 Plant #: - Batch Size: 10 YARDS Water: 10 GAL Admixture: - Time Batch Time: 14:58 Sample Tine: 15:30 Finish Time: Inspector: WILLIAM SANDES Slump (inches) ASTM C -143: Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. (°F): Actusi Soecs. 4.75" 5" 4.80 5 t1.5 N/A 69 50-90 Ambient Temp. ( °F): 67 Weather: MOSTLY CLOUDY N/A Remarks: CONCRETE PLACED VIA PUMP AND MECHANICALLY CONSOLIDATED. REFERENCE REPORT 1, SET 1. Test Result Spec ID # ID 3704 A B C D Date Rec'd 6/2/99 6/2/99 6/2/99 6/2/99 Date Tested 6/8/99 Age (days) 7 28 28 Nominal Specimen Size 6x12x0 Actual Area (sq in) 28.28 Compresalve (lbs) 126860 Break Types — (Cn) Cone, (CSp) Cone .Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By '' Distribution `Cliieennt: Yes Fie: Yes Producer: Yes Others: Strength Brk. Type/ % of (paq Cure Req'd 4490 CSH 112% HOLD AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: STRATTA COMMUNICATIONS 3501 EVERETT AVE EVERETT, WA 98201 Attn: MIKE GORDON Specimen Type: CONCRETE ASTM-C39 Report Date: Project #: Project Name: Project Address: AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 980348918 Tel (425) 820 -4669 Fax (425) 821 -3914 June 15, 1999 8-91M- 12475 -C INTERNATIONALGATEWAY CORP 12421 PACIFIC HIGHWAY SOUTH Project Mgr: KEN SAHI Architect: Engineer: PO Number: Mix and Field Data Cast Date: 6/7/99 Placement: FOOTINGS ON B LINE FROM 1 TO 4. Strength (rc): Required : 3000 psi (p 28 Days Mix ID: 3950 Supplier: STONEWAY Load #: - Truck #: 348 Ticket #: 710328 Plant #: - Batch Size: 10 YDS Water: 15 GAL Admixture: - T1me Batch Time: 14:20 Sample Time: 14:55 Finish Time: Contractor: Inspector: WILLIAM SANDES Actual Slump (inches) ASTM C -143: 4.75" Air Content ( %) ASTM C -231: Unit Weight (pct) ASTM C -13S: Concrete Temp. ( °F): 67 Secs, 5" N/A N/A 50-90 Ambient Temp. ( °F): 68 N/A Weather: MOSTLY CLOUDY Remarks: CONCRETE WAS PLACED VIA PUMP AND MECHANICALLY CONSOLIDATED. REFERENCE REPORT #2, SET 3. Test Result Spec ID # ID 3741 A B C D Date Recd 6/8/99 6/8/99 6/8/99 6/8/99 Date Tested 6/14/99 Age (days) 7 28 28 Nominal Specknsn Size 6x12x0 Actual Area (sq in) 28.28 Compressive Psi 72390 Break Types — (Cn) Cone, (CSp) Cone .Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Client: Yes File: Yes Producer: Yes Others: Strength rwn 2560 Brk. Type/ Curs CSH % of Req'd 85% *AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Kirkland, Washington, U.S.A. 90034.8918 Tel (425) 820 -4889 Fax (425) 821 -3914 FIELD DOCUMENT TRANSMITTAL To: Sabey Construction, Inc. 101 Elliot Avenue W. Suite 400 Seattle, Washington 98119 Attn: Mark Velasquez Date: August 13, 1999 Project No.: 8 -91 M- 12475 -C Project Name: International Corporate Gateway Park — Building C Project Manager: Ke Permit N Enclosed for your review and records are our most recent Daily Field Reports and ass correspondence pertaining to the above - referenced project. SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Inspection Report 17 08/09/99 08/20/99 cc: Nelson - Bourdages, Inc. City of Tukwila Sabey Construction Field Office. Attn: Robert Bourdages Attn: Permit #M198 -0156, D99 -0.151 Attn: Mark Velasquez 4§ AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820.4669 Kirkland, Washington 98034 Fax (425) 821.3914 DAILY FIELD REPORT PROJECT NAME Zv'; EgNAI?ev4� G�, &wk7 - 8 &q C PROJECT NO. y- q,�- ,z475• -c REPORT NO. l'7 ADDRESS I z 4-2-1 PACT /G hwy Se , 11 ig 1,01,A t '4 PERMIT NO. hi 4,2,- 0/56 DAT _ 9 _479 CLIENT E Ca 7 T4i3 w 4 L L. /s c4, ei P L 6 -E ,4/vi) As peg Are, g_ci vc-J) Pi-A l.' s .S- 3 r WEATHER s K /v r PAGE (Indudes Test Reports) j OF G_ STRUCTURAL ENGINEER A/-0 — B IN PLAcE , Se) eis p 4 ec --..e,/t/c/ -'7E c =7LiPi Is 1tlADe- /= Qo P7 2 n A L4 Z • A /...,S 4) P2 c el s ni E m (X ecH CQc 7-6: AGRA PROJECT MANAGER/PHONE NO. I<Eiti SI4HI LP -5' -$ 2a - 4-C9 ARCHITECT YR 6 /Tic % SAMPLES OBTAINED (NOJSIZE/TYPE) Se4 9- Ala /' -7 AGRA FIELD REPRESENTATIVE/PAGER NO. A CM 54H CONTRACTOR s A ,, N S TYPE OF INSPECTION _ NEW INSPECTION i E1 /vreTIw L: D CGNeg-% (g ❑ RE•INSPECTION COMMENTS • ci1-16:11t2 P41-4._ AT' L//vg E/3— PReri L ICt,s pz % FJ - Agim'r.oRee"r►tt/i it/ AS PREvtovsc-y 1/VS,Ec -r60 ,Npe,t AEI', t- • l6 (h,0c a /if-Ili ,=o0A 27 t4- X5' i-rNG 7-tigt=MjE-17 13Ag 111-A)CHog avt -rs pi,Ae ei) A; ltcdt E.y_D p1: wlI I- I- & L /NE5 3 4i s PER PC-7 Z- 11 X13 , t $W evy P / t ! l S ' % 2 6 / /`l f 'I C c !"r EN ' /1,/ 5, tee 7 /crr t- -,,x T4i3 w 4 L L. /s c4, ei P L 6 -E ,4/vi) As peg Are, g_ci vc-J) Pi-A l.' s .S- 3 VS -/3 gf 1,5 -13 t AI- s.. l,✓tJLt_ Q VA- -3 kr41 /MS /Jec cD Jr Is fEP, Pi ri ms. Cz5 eA.E / G t� ,raN.Es'i G..IGriycgEf/C Is , // -'� 4 -gy2,- A 000 P51 ce,,it e%-'e7E PL. Acg' v ,ey Pori P 0 aE,A ,-0 IN PLAcE , Se) eis p 4 ec --..e,/t/c/ -'7E c =7LiPi Is 1tlADe- /= Qo P7 2 n A L4 Z • A /...,S 4) P2 c el s ni E m (X ecH CQc 7-6: SAMPLES OBTAINED (NOJSIZE/TYPE) Se4 9- Ala /' -7 SUMMARY To the best of our knowledge, all items Inspected as noted above were . Yes ❑ Preliminary Observations in general conformance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected - Report No. THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report Is provided solely for the information of our client. This report Is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rove/99) 4 AGRA ENGINEERING GLOBAL SOLL1TI0l S 11335 N.E. 122nd Way, Suite 100 Tel (425) 820.4669 Kirkland, Washington 98034 Fax (425) 821 -3914 TEST REPORT (0 6CRET ASTM C -3 GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 ASTM C -140 PROJECT NAME by it.. GA.7-1, E 1W -- 8e4 e PROJECT NO. 1 -q1)- /v./15,G REPORT NO. I7 PAGE (includes Test Reports) 2 OF z DATE Q �/ FIELD DATA BATCH DATA SUPPLIER 57:0/tie till h 7 TYPE OF CEMENT BtuL s-r- /.14' (,vr » /I vex ) Nagrn s ix _ MIX NUMBER 42 52 - A WEIGHTS PERYARD DESIGN ACTUAL TICKET NUMBER 7 2- 2- 3 31 CEMENT (LBS.) 4-Ca TRUCK NUMBER 3 ¢ Zj' FLY ASH (LBS.) 8 '7 BATCH SIZE, YD3 I C% COARSE AGG. (LBS.) 71$ 114 r TOTAL PLACED Lr '' OF .'D YDS3 COARSE AGG. (LBS.) WATER ADDED, GALS. Z 5 COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. N/A FINE AGG. (LBS.) / 40 7 DRUM REVOLUTIONS N / /1 WATER (LBS.) 2 3a' BATCH TIME / ; 3 P. M AIR ENTRAINMENT SAMPLE TIME 2. ; 2 P, i' I ADMIXTURE NO. 1 , )Lt/} y( /4 p1 1.0. b FINISH TIME 2, / '3 e P. M ADMIXTURE NO. 2 WQ- -C 1r 'T 2 2„ SAMPLE AND TEST DATA SAMPLE SET i OF 1 r} �% LABORATORY SET # ® I.D. 7 1 SAMPLE LOCATION: V1 ,4/e W A L4. C L!/ve EI3 -4 . LL P 2- Z. ri ,, 3 A—B DESIGN STRENGTH 4c,,, PSI @ L p DAYS *TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) 7, 2,3j 2.. �� Hoc- J SLUMP (ASTM C -143) 5 1/2- (1 t oic -- SPECIMEN (NOJSIZEI YPE) ,e1-- - G 4 / t AIR CONT. (ASTM C -173/C -231) DATE SAMPLED a' ,- ' 9 '' ca 9 7 AMBIENT TEMP. °F 7 5 DATE RECEIVED SAMPLE TEMP. (ASTM C -1064) 7 7 CURING CONDITIONS 1 S/'fr /,#',1Le UNIT WEIGHT (ASTM C -138) -'-' HIGH/LOW TEMPERATURES YIELD (ASTM C -138) 'Note appropriate teat methods 11 different from those Indicated AGRA FIELD R PRE ENTATIVE a ear, �+ REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER Tu_ ____..:....._..:..:..a ...:..:.. 1.. *I-.. I.,l..•.- ,..u..., .,f ..,,...II.,.,b Thte rune•• 1e n. * Intnndad fn ho •rana.nittarl to a third narly by anv manna _ cant in hill. SAMPLE STORAGE LOCATION AND COMMENTS C.0 ic, TE 5 fart PL: C -b /}T 'H4-i p 'i/' &PPE -A s4 /n46 -.7-10 4e_r) /C.-,7 To A BtuL s-r- /.14' (,vr » /I vex ) Nagrn s ix _ AGRA FIELD R PRE ENTATIVE a ear, �+ REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER Tu_ ____..:....._..:..:..a ...:..:.. 1.. *I-.. I.,l..•.- ,..u..., .,f ..,,...II.,.,b Thte rune•• 1e n. * Intnndad fn ho •rana.nittarl to a third narly by anv manna _ cant in hill. 1' �AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Kirkland, Washington, U.S.A. 980344918 Tel (425) 820 -4889 Fax (428) 821.3914 C,. FIELD DOCUMENT TRANSMITTAL To: Sabey Construction, Inc. 101 Eliiot Avenue W. Suite 400 Seattle, Washington 98119 Attn: Mark Velasquez 13 1999 L'a:I''J L l� jy- �l�fIEN i Date: August 13, 1999 Project No.: 8 -91 M- 12475 -C Project Name: International Corporate Gateway Park — Building C Project Manager: Permit N Enclosed for your review and records are our most recent Daily Field Reports and ass correspondence pertaining to the above - referenced project. SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Inspection Report 16 08/04/99 08/13/99 cc: Nelson - Bourdages, Inc. City of Tukwila Sabey Construction Field Office Attn: Robert Bourdages Attn: Permit #M198-0156, D99 -0151 Attn: Mark Velasquez muunnnnnnr.r,.i.. n- ... -..w r......- rS- ,.u.rw%.t.efltr ....w AGRA ENGINEE RING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820.4669 Kirkland, Washington 98034 Fax (425) 821 -3914 DAILY FIELD REPORT PROJECT NAME k /: iyag_A f i10A -� 6;11&1041.7 ,,aG ' -- (2' PROJECT NO. Q -9/4 .-11Z j -1'' G REPORT NO. /%J ADDRESS ( Kz / - tom• G44a7 5' -- 1Ze4,/4 al PERMIT NO. 1,4s98 -- DATE e - c/- P 9 CUENT //� % deA ar1%/� WEATHER � / li�G4G�.. PAGE Ondud..T..t Report,) / OF STRUCTURAL GIINEER D AGRA PR ECT HONE NO. ARCHITECT �, ' / 14 -. &ACC7e f� AGRA D REPRESENTATIIVF�AGER NO. C---41615 f5�i'Z'g /G CONTRACTOR 66 C._ TYPE OF IN PECTI EWINSPECTION /.C�/C/CT�7 ❑ RE•INSPECTION COMMENTS .:. S4, 4 E- 4,/ 5:4ze,e4. f . -C 3 ci ci • ., l� at:211/01.../•-k. Z- 4c ,74.7,4 .c�� ,465 r �) /S /4 ea4i/ ../4-A7e- A.7/7-7/ / no, f �P G),-ec- /T - 445- ,c.. T f ,,e-r" /.c..(5: G GSt) • ;--- e.z.‹%5t , rs a G- _(A‘= , /A-hPnG� %O•— 77 n_�J Gam) -D, o' j42,1t •GG b4: "/ " 4-c o L.- . SAMPLES OBTAINED (NOJSIZERYPE) SUMMARY Tog the best o r knovp(edge, aliite s inspected as noted above were ❑Yes �Prellminary Observations in gener confo a e with t r ved laps and specifications. ❑ No . ❑ Deficiency Corrected - Report No. AGRA FIELD REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER 1... _._..l.l_d .._t_l.. t... *1... t. ..........tl ..............u.,..• TL:_ ......... le Ln fsw....INn.I to s •hltri nett° no s..., manna efeeunt in full. °AGRA ENGINEERING GLOIAL SOUJTIONS 11335 N.E. 122nd Way, Suite 100 Kirkland, Washington, U.S.A. 980344918 Tel (425) 8201859 Fax (425) 821 -3914 FIELD DOCUMENT TRANSMITTAL To: Sabey Construction, Inc. 101 Elliot Avenue W. Suite 400 Seattle, Washington 98119 Attn: Mark Velasquez Date: August 13, 1999 Project No.: 8 -91 M- 12475 -B Project Name: International Corporate Gateway Park — B • Project Manager: Ken Sahi Permit No.: D99 -0006 Enclosed for your review and records are our most recent Daily Field Reports and associated field correspondence pertaining to the above - referenced project. SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Laboratory Reports Sets 20, 40 08/06/99 08/13/99 cc: Nelson - Bourdages, Inc. City of Tukwila Sabey Construction Field Office 8,1WORDPROCWkd DoannMM Trwwni taU112000012475.8.wpd Attn: Robert Bourdages Attn: Permit #D99 -0006 Attn: Mark Velasquez AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG SHUMACHER Specimen Type: CONCRETE ASTM -C38 Report Date: Protect 0: Project Name: Protect Address: Building Permit: Project Mgr. Architect: Engineer: PO Number: AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034-6919 Tel (425) 820 -4669 Fax (425) 821-3914 August 6, 1999 8 -91M- 12475 -B INTL. GATEWAY PARK BLDG-8 12421 - PACIFIC HIGHWAY SOUTH D99-0006 KEN SARI Mix and Field Data Cast Dats: 4/29/1999 Placement: TOPPING SLAB Strength (Fc): Required : 4000 Mix ID: 4853 Supplier: STONEWAY Load 0: - Truck 0: 304 Ticket 0: 703194 Plant 0: Batch Sim 13 YRDS Water: 20 GAL Admixture: - Time Batch Time: 6:45 Sample Time: 7:20 Finish Time: psi ® 28 Days Contractor: Inspector: WILLIAM SANDES Slump (Inches) ASTM C -143: Air Content (1) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ('F): Actual 4.5" 3,90 70 Ambient Temp. ( "F): 50 Weather: CLEAR Specs. 4t1" 3.0 -5.0 N/A 50-90 N/A Remarks: 'A 58 -DAY BREAK WILL BE PERFORMED ON SAMPLE '0" REFERENCE REPORT 021, SET 20. Test Result Spec Date Age ID 0 ID Date Rsc'd Tested (days) 3437 A 4/30/1999 5/8/1999 7 B 4/30/1999 5/27/1999 28 C 4/30/1999 5/27/1999 28 D 4/30/1999 6/24/1999 56 Nominal Specimen Size 6x12x0 8x12x0 8x12x0 8x12x0 Actual Area Compressive Strength (sq in) (lbs) (Psi) 28.30 73700 2600 28.37 111390 3930 28.37 104780 3890 28.28 115010 4070 Break Types — (Cn) Cone, (CSp) Cons Spilt, (CSh) Cons Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Client: Yes File: Yea Producer: Yes Others: Brk. Type/ % of Curs Rigid 65% 98% 92% 102% AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG SHUMACHER Specimen Type: CONCRETE ASTIN -C39 Report Date: Protect 0: Project Name: Project Address: Building Permit: Protect Mgr: Architect: Engineer: PO Number: AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034.6919 Tel (425) 820 -4869 T August 6, 1999 fax (425) 821-3914 8-91M- 12475 -B INTL. GATEWAY PARK BLDG -B 12421 - PACIFIC HIGHWAY SOUTH 099 -0006 KEN SAHI Mix and Field Data Cast Date: 6/10/1999 Contractor: Placement MECHANICAL PAD AT ROOF ON GRID LINE B TO C AND 7.3 TO 6. Strength (tic): Required : 4500 pal ® 28 Days Mix ID: 345163 Supplier: CADMAN Load 0: - Truck 11: 411 Ticket 0: 3362 Plant 0: - "Batch Size: 12 YDS Water. 12 GAL Admixture: - Time Batch Time: Sample Time: Finish Time: 10:03 11:15 11 :30 Inspector: SATNAM SINGH Slump (Inches) ASTM C -143: Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ('F): Actual 6.25 70 Ambient Temp. ('F): 61 Weather: CLEAR Specs. 6" N/A N/A 50-90 N/A Remarks: 'A 56 DAY BREAK WILL BE PERFORMED ON SAMPLES 'C' AND 'D'• REFERENCE REPORT 041, SET 40. Test Result Spec ID M ID 3766 A B C D Date Age Date Rec'd Tested (days) 6/11/1999 6/17/1999 7 6/11/1999 7/8/19998 6/11/1999 8/5/1999 56 6/11/1999 8/5/1999 56 Nominal Specimen Size 6x12x0 6x12x0 6x12x0 6x12x0 Actual Area Compressive Strength Brk. Type/ % of (sq In) (/ba) (psi) Cure Rigid 28.28 99820 3530 CSH 78% 28.26 120520 4260 CSH 95% 28.25 137390 4860 CSH 108% 28.25 129440 4580 CSH 102% Break Types — (Cn) Cons, (CSp) Cons - Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution :+►:. Client: Yes File: Yes Producer. Yes Others: •AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Kirkland, Washington, USA 98034-0918 Tel (425) 8204889 Fax (425) 821.3914 FIELD DOCUMENT TRANSMITTAL To: Sabey Construction, Inc. 101 Elliot Avenue W. Suite 400 Seattle, Washington 98119 Attn: Mark Velasquez Date: August 13, 1999 Project No.: 8-91M-12475-V Project Name: International Corporate Gateway Park - Detention Vault Project Manager: Ken Sahi Permit No.: MI98 -0138 Enclosed for your review and records are our most recent Daily Field Reports and associated field correspondence pertaining to the above - referenced project. • SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Laboratory Report Set 4 08/06/99 08/13/99 cc: Nelson - Bourdages, Inc. City of Tukwila Sabey Construction Field Office Attn: Robert Bourdages Attn: Permit #M198 -0156, D99 -0151 Attn: Mark Velasquez -....MnnnaM.C. .. n__...m.r. M-I.1..WN.1..lIiLV uwA AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: PANOS PROPERTIES, L.L.C. 8950 E. GREENLAKE NORTH, SUTIE 201 SEATTLE, WA Attn: STEVE PANOS Specimen Type: CONCRETE ASTM -C39 Report Dab: Project 5: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034.8919 Tel (425) 820 -4889 Fax (425) 821-3914 August 6, 1999 9-91 M- 12475 -V INTERNATIONAL GATEWAY PARK 12421 PACIFIC HIGHWAY SOUTH MI98-0138 KEN SAHI N/A N/A N/A Mix and Fled Data Cast Date: 7/8/1999 Placement: DETENTION VAULT WALL NORTHEAST CORNER. Strength (f c): Required : 4500 psi ® 28 Days Mix ID: 345143 Supplier: CADMAN Load 0: - Truck 8: 216 Ticket0: 11730 Plant N: - Batch Size: 9 YDS Water. 5 GAL Admixture: - Time Batch Time: Sample Time: Finish Time: 15:49 17:05 17:19 Contractor: Inspector: DAVID SELANDER Slump (Inches) ASTM C -143: AIr Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ('F): Actual 3.75" 79 Ambient Temp. ('F): 79 Weather: CLEAR Remarks: REFERENCE REPORT #V3, SET 4. Specs. 4t1' N/A N/A 50-90 N/A Test Result Spec ID d ID 3949 A B C D Dab Age Data Recd Tested (days) 7/9/1999 7/15/1999 7 7/9/1999 8/5/1999 38 7/9/1999 8/5/1999 28 7/9/1999 Nominal Specimen Size 6x12x0 6x12x0 6x12x0 Actual Area Compressive Strength Brk. Type/ % of (sq in) abs) (pa/) Curs Req'd 28.28 112430 3980 CSH 88% 28.25 135450 4790 CSH 107% 28.25 132150 4680 CSH 104% HOLD Break Types — (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Client: Yes FIN: Yea Producer: Yes Others: •AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Kirkland, Washington, U.SA. 98034 4918 Tel (425) 820-4889 Fax (425) 821.3914 FIELD DOCUMENT TRANSMITTAL To: Sabey Construction, Inc.. 101 Elliot Avenue W. Suite 400 Seattle, Washington 98119 Attn: Mark Velasquez RECEIVED SEP 231999 Project CujiviMViUNITY DEVELOPMENT Date: September 20, 1999 Project No.: 8-91M-12475-C Name: International Corporate Gateway Park — Building C Pro a na . r• Ken Sahi -0151 Enclosed for your review and records are our most recent Daily Field Reports and associated field correspondence pertaining to the above - referenced project. SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Inspection Reports 27 -30 09/13 - 09/17/99 09/20/99 cc: Nelson - Bourdages, Inc. City of Tukwila Sabey Construction Field Office 8:11NOROPROCWis d Doa nM Transmillake1200011124754.wpd Attn: Robert Bourdages Attn: Permit #MI98 -0156, D99 -0151 Attn: Mark Velasquez .e1 AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 8204669 Kirkland, Washington 98034 Fax (425) 821 -3914 DAILY FIELD REPORT PROJECT NAME. T,/,` //\/7g /q / 50\ , 0777 J , � 1/7 ∎ ■ g G PR ECTNO. % /9/4./247. REPORT NO. 2� J� ADDRESS / 2442/ F ,�� J`C.-. TT LL; y J (((J// PERMIT JV /GJ•' c 4rX DATE C-Fr,- CLIENT c/cic e7-e tviiS ,L-Y-#, d y/,- rUkf P ''d /ig c-,4f 7 ), WEATHER 0 U-7(Cif -S% PAGE pndudss Test Reports) f OF 3 STRUCTURAL' N t gtAt 40/... �_' To the best of our knowledge, all items Inspected as noted above were [fifes ❑ Preliminary Observations in general conformance with the approved plans and specifications. ❑ No - ❑ Deficiency Corrected — Report No AART MAN ER/PH fN E NO. Ar ARCHITE ttel:.-- AG56 FIELD V C", / ' cit t e 7 CONTRACTOR �� sCir TYPE IN CTION INSPECTION G/� ❑ RE•INSPECTION COMMENTS /,4/ ON ..r>77-F' 77t9 c/t r7 0= 7770 C%3A 7T -32 /A/I . CCA/c.Re7- /A//S•Pf c7. 3y. WE v /q%, / / ,v,c/'�.0 ie1eAwr ,,i-' c.Lc Nom' TAE 27E32A?■ 0-r Thy ro[LOtx/ /A/G CoLaA,Phis/ 2/ve 2-17-,* C3 , C4 C5 a 4• ed,' M1/4/4 Fbie 7p e' , , , ,,t L7 frL 6 ! /tite .4- 47i/A, / 0 3 , ,(''/Ai .C. -�rF/\/7- JS 77Y -T ,tee 4-9.k./ 47,9 0V 4 C./74 Ce' /e. GWF c6r/tr7-h,/ pie5 rlir /2"' w See 4F--7 9/5/0. '!fie) 4I, 1/6 /_, 2/: /, 3� /t// lye cbt4774 , -,,9-4 l .2o ›/R. Ctvvc -e 7 /', /> C ,of 70,0 -0 rs/ ~ 4t , k STo f _ 44acio / c/cic e7-e tviiS ,L-Y-#, d y/,- rUkf P ''d /ig c-,4f 7 ), SAMPLES OBTAINED (NOJSIZE/TYPE) SUMMARY �_' To the best of our knowledge, all items Inspected as noted above were [fifes ❑ Preliminary Observations in general conformance with the approved plans and specifications. ❑ No - ❑ Deficiency Corrected — Report No ( • AGRA FIE REPRESENTATIVE REVIEWED BY TIUQ OR:DADT IC nnmcinc IFf IIIAINARIV Atm CIIRI.IR:1'T TA (`_41AN(:F DCP.If111u[s DR:VICW aV f11112 D12A_110(!T UANA(IFa j AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122"' Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 TEST REPORT f6FilCRETE GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE ) PRISM UBC 21-17 SHOTCRETE ACI 506 R OTHER ASTM C -780 ASTM C -140 PROJECTNAME /ARN �L 6�� - G P EC NO =0i&._ /247.r'�. REPORT NO. 2 7 PAGE (inch tee Tilt Reports) OF OA s„ v /i/ FIELD DATA BATCH DATA SUPPLIER ■37t0/ TYPE OF CEMENT MIX NUMBER 6W-17- 4,- WEIGHTS PERYARD DESIGN ACTUAL TICKET NUMBER 7 9C CEMENT (LBS.) c TRUCK NUMBER 4 22 FLY ASH (LBS.) /20 BATCH SIZE, YD3 /0 COARSE AGG. (LBS.r6,4e /'7/7 NP- TOTAL PLACED 20 OF Zi YDS' COARSE AGG. (LB 9 4 COARSE AGG. (LBS.) ‘.07 / Z� WATER ADDED, GALS. 7Q ALLOWABLE WATER, GALS. FINE AGG. (LBS.) DRUM REVOLUTIONS WATER (LBS.) 2642 BATCH TIME (2.: fp y AIR ENTRAINMENT SAMPLE TIME 3 = 1i4 ADMIXTURE NO. 1 i'M 4; FINISH TIME 3 -` /5' ADMIXTURE NO. A j f jy 4 SAMPLE AND TEST DATA SAMPLE SET OF Z LABORATORY SET # 1 I.D. # L 1'T SAMPLE LOCATION: ?-4Z/ . I 7-2 am--,3 ZaitC Ai./ DESIGN STRENGTH SI 0 269 DAYS r. 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) 7/ zif? — SLUMP (ASTM C -143) 6 6- SPECIMEN (NOJSIZE/TYPE) /4-- AIR CONT. (ASTM C -1731C -231) DATE SAMPLED AMBIENT TEMP. °F 2- DATE RECEIVED SAMPLE TEMP. (ASTM C -1064) 7 CURING CONDITIONS Q J - , Zd (.# Z l,, UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) -Not. appropriate test methods If different from those Indicated SAMPLE STORAGE LOCATION AND COMMENTS 1. AGRA FI REPRESENTATIVE AA \101 C�Cf1 ��CI 1 \11►lAO kiltg REVIEWED BY TLJIC ACAAIIT IC V ALAI 0110 ICAT TA A\LA►IAC AC\I■I \IA AC \ACM D% AI IA AAA MAT 11AIJAP_CO + AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122n1 Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 TEST REPORT IWO CONCRETE STM - ROUT STM C -1019 MORTAR (TYPE ) CMU (TYPE ) PRISM UBC 21-17 SHOTCRETE ACI 506 R OTHER ASTM C -780 ASTM C -140 PROJECT NAME PRIMECT NO. REPORT NO. PAGE (I Ti<lOF OF OATE(6 FIELD DATA BATCH DATA SUPPLIER TYPE OF CEMENT MIX NUMBER tree' WEIGHTSPERYARD. DESIGN ACTUAL TICKET NUMBER 729 7r- CEMENT (LBS.) f77 TRUCK NUMBER 36# FLY ASH (LBS.) BATCH SIZE, YD' Cj COARSE AGG. (LBS.M4e. /0o 7.O TOTAL PLACED OF / YDS3 COARSE AGG. (LBS.) WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) (c0 ® 7 DRUM REVOLUTIONS WATER (LBS.) BATCH TIME 3- AIR ENTRAINMENT SAMPLE TIME ; �� ADMIXTURE NO. 1 FINISH TIME 4 :1 ADMIXTURE NO. 2 SAMPLE AND TEST DATA SAMPLE SET 2 OF t!. LABORATORY SET # 18 I.D. #i SAMPLE LOCATION: .776' e,O/7' / ^ a? DESIGN STRENGTH PSI 0 DAYS ` `TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) /, 28 . �% 4= C/ /2-- SLUMP (ASTM C -143) AIR CONT. (ASTM C -173/C -231) C _____71 SPECIMEN (NOJSIZEITYPE) DATE SAMPLED ;pC. /. vier / AMBIENT TEMP. °F �; / DATE RECEIVED SAMPLE TEMP. (ASTM C -1084) CURING CONDITIONS "4-4,- UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) 'Note appropriate test methods If different from those Indicated SAMPLE STORAGE LOCATION AND COMMENTS AGRA FIELA.f;EPRESENTATIVE REVIEWED BY THIS REPORT IS CONSID ED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the Information of our client. This report Is not intended to be transmitted to a third party by any means, except In full, without written permission of AGRA Earth and Environmental, Inc. A1319378 (Rsv.699) AG RA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 DAILY FIELD REPORT PROJECT NAME_ . - -Z- A-4,..,5.7L/ fa,E /a, - G PROJECT NO. jrP/Ai -,'.' 5i 7S- - REPORT NO. ar ADDRESS ,Z?* 7 / / S ai �v ors PERMIT NO. fili3 SHDP DATE 2 .e/7i' CLIENT s-Z to, ■ 1 Tt.” .'d/ A (..Gt., 74..• , V4 /'f-;0.....f Jnt.bG.t4..... Ov,..0 Ai 0 731.4 /S /+. 4,e, CC., WEATHER ;C40./..5 PAGE (Includes Test Reports) / OF3 STRUCTURAL ENGINEER (7/ 7A AGRA PROJECT MANAGERIPHONE NO. /e., SrZ. 5".2.r- ,fao -iii% ARCHITECT SAMPLES OBTAINED (NOJSIZE/TYPE) AGRA FIELD REPRESENTATIVE/PAGER NO. 7D9•••4--- ./. /•-r S'�s-' -76'c 5'31-V CONTRACTO C // • �t� SUMMARY TYPE OF INSPECTION W INSPECTION / c2iC /I:�'�.,.. /!i /,,,+',.^'t• ❑ RE•INSPECTION • COMMENTS /J /� / /� /7 6/r� ✓/, i-e e� G.S lv ves 1� / 7'C- C. l75,_.S.N ✓., c/ we. /e". Z s),D•c. /1.C.,. r S e,..,,e // 2 CiiS4,9 /etc- // .s ., J 11+,. .4... . ma- 4, f,1/4 ,,, --14: c .. i <,.� 7..&:-. /7is1c.,: ,.. c,c t.✓ 1�',.vL c.1 6. y/ .2. z 3- mac, biL -his ,. s 4•44,- ,,,, , • zei • " 14, . 2.„e..ct e.9, �+, e 74c el, /O /N ti.".. /V a S At/ 4-47, �--s ,-4,�..� C/ e.,. , ' // �/p4rf, ,._ a : „e is /3 .. / /1.2,d e...e.e— S4'' /, Z 4.... / // 4, K , /� ys, •1 k. 7/ to, ■ 1 Tt.” .'d/ A (..Gt., 74..• , V4 /'f-;0.....f Jnt.bG.t4..... Ov,..0 Ai 0 731.4 /S /+. 4,e, CC., r,. e c,, e• d.:, ,...1 5 a c vI ,4, d .�9Gis b/ /- S ri. C sue 95 •• Cie■ s /S., /C- _c' 9 /'1 e 1 :.s' , 0, c /492- Gve / J to lit_ 1l 44...n ,-r,c.___ emu" ,..s ., (7/ 7A J' SAMPLES OBTAINED (NOJSIZE/TYPE) ./1/vti� SUMMARY To the best of our knowledge, all items Inspected as noted above were ❑ Preliminary Observations In general conformance with the approved plans and specifications. ❑ No - ❑ Deficiency Corrected - Report No. . AGRA FIELD REPRESENTATIVE REVIEWED BY TI.IIC DcDADT IC tfICInEOEn DREI IMINARV ANA CIJR.IEQT TA CNANP.E DENnnun REVIEW RV AMR DRA.IECT MANAGER AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E.122n0 Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 DAILY FIELD REPORT (cont.) PROJEECCT-NAME PROJECT NO. REPORT NO.. ds, PAGE (Ind TOM Rpats) DATE /- /� /1' 4 i.c ,'..C- epq OF 3 3/% COMMENTS (/) Sit CAD 9c, c'i) // D co 1111 CD is c- 1..D 77 6-5 t-- a ec e 5. i ,. y..4 i I G./e .e.. .GC y4 74 £' 7.1, .—.14'..r Z ,? / + L., C" S- 4/1 /j/v c+'. rc "IA — (... • s we/. ..4.1 1.-el y ...71G4i a i., 71Z 's `"e7 / t: ,- 1 /Q. 4` 4' k 6. L. ' er 1 c 2 C h i.e." 1 S L T/u.■ 134-a• /4., 4,..r . L AGRA FI D REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the Information of our client. This report is not intended to be transmitted to a third party by any means, except In full, without written permission of AGRA Earth and Environmental, Inc. AG19078 (Ra.t1199) c °'AGRA Earth ft Environmental ULTRASONIC WELD TEST REPORT PROJECT NAME / / / - �'Tri. o fig., / , � 1?G PROJECT Na TEST REPORT No. • FS /At /.? Si", S'— c.. I ___1243.... LOCATION 4-'2 f��, u. f _ _ DATE I PAGE . s /s /f? 3 OF 3 ' PERMIT Nu SEAR i WEATHER // CUENT OR OWNER 4 . ENGINEER I // GENERAL CONTRACTOR. MCHRECT PROCEDURE IIIIIIk WELD I.D. /02 4/ /2L MATERIALTHICXNESS 5/‹ , WELD J0M AWS L' WELLING IRDCE55 *G%i lc/ _ rr • _ S►ECEi1G1TX7N .•1i,.1 /7/ 7•0 PROCEDURE No. REMARKS / v IC !1i ,./4:e.,,,,0714._ [� ULTRASONIC TEST DATA f j W, j. l I j 1 I g I I W 1 ! N ! ty 3 { ! .1` I DECISIF.s I DISCONR1NURr i2 u� & STATUS A s: c 1 D; DISTANCE 4 tt I`W' 1'7: 14 J) I u=i G►-i 3 u : W. < ��i 3 arc 'i Ws I 5Y I JD 71 ►• a i s. 71 `� I o t i FROM x FROM Y _3 w� / �3 / 2 ;)Z/ i I ! .. L.-7C.. D/<1..._ 3 j j i • • s j ; i e i I I. i • I S i I ' 1 1 I 9 I I I i i •, I 101 1 1 I I 1 I 11 11 I I ; I i i 12 t3 ; . I le ! ! ! i 17 I I i I 18 I - 19 i ■ 20 . ALL ITEMS INSPICTEO ARE: g CONFORMING NONCONFORMING Lwo1 --1l.—. Ost• AGRA Erna b Enwonm.nlal. Inc. IRsv. 11/551 0 AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 DAILY FIELD REPORT PROJECT / p - 2//24-7 ,nC REPORTNO^ /'7N ,-77 (-� 4 . - (` ADDRESS /2 2/ :/ / / L/ PE/ R 90.1. co / D�7 CLIENT AG PRQIECTMANAGt�NO. PAGE (Includes Test Reports) / OF / STRUCTURAL NGINEE J � - � ARCHITECT ,=e'7Y�- AGRA ELDREPRESENTATIVEJPAGERNO. �/'Q 'gtf CONTRACTOR • ECTION i// ,,'NEj TYPE OF INSP l W INSPECTION Ai( 0 RE-INSPECTION COMMENTS l'l'/'Z/F -I G2.v t1-7-7- ?v-,Q , pN 79-;i2 G-e l'EK/cr2--/- /A,oeff�- ?)'r4). C)-72 04-4-1,74e , 7' E co4u7`724-e7Dl2- l &70=Cr2- 14‘ V'S 777 CO V.C4 --'7'r' 1 / r £ - 6 - / C -A.rc. GL ei , -024.L 71,• . SAMPLES OBTAINED (NOJSIZE/TYPE) SUMMARY To the best of our knowledge, all items inspected as noted above were 0 Yes 0 Preliminary Observations In general conformance with the approved plans and specifications. 0 No - 0 Deficiency Corrected — Report No. AGRA FIELD REPRESENTATIVE REVIEWED BY Tlalc aFDfDT Ic (`_nkiclnFacn DDFI Akin cl IA.IF[`_T Tn PLIA lrO oFkinlki[t claVICW DV AI ID Don_ICrr UAkiAFIF12 AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E.122n0 Way, Suite 100 Tel (425) 820.4669 Kirkland, Washington 98034 Fax (425) 821.3914 DAILY FIELD REPORT PROJECT NAME . u 2. y• .. _.. Q '; PROJECT NO. :- 11- _ G REPORT NO. ADDRESS PERMIT NO. MT p8-0/SG DATE 9/16 /q9 PAGE (4+dudnTntRayons) t/ OF CUENT WEATHER c_.G�^'{/ STRUCTURAL ENGINEER AGRA PROJECT MANAGER/PHONE NO. ARCHITECT AGRA FIELD REPRESENTATWEIPAGER NO. 7l4& 4 TYPE OFIaPE N S EW INSPECTION ❑ RE•INSPECTION CONTRACTOR E ge 1 r (k •O ig (G ,+ / v Q C /1 I� . -.; . COMMENTS :.:.:. _ j � ,fr :'... _. .� .�,._ .�' •....L. _ ...• .. .r_. ■. ',A.. I ! �. -' - - -gil .lam • . - • AA.. ■ ,,. 2)--eifT-LAD .Q v i (� NoS • 6/474'6 10 0/ • 5G 4C..) D.- A i 3 r 11c lyA is 74 � , 2L .a2 L., i31 ILti) / , i hi_ O. bmr c.A & Q o Li A& t,a.e , cam, (i /s c r� T 0,, 4, cD1, (. yi SAMPLES OBTAINED (NOJSIZE/TYPE) SUMMARY To the best of our knowledge, all items inspected as noted above were 'Yes ❑ Preliminary Observations in general conformance with the ap joved pians^specificatIons. • ❑ No - ❑ Deficiency Corrected — Report No. 0.1z4.11 - AG = FIELD REPRESENTATI E 7.6?4 REVIEWED BY THIS REPORT IS CONSIDERED PRE ' INARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report Is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except In full, without written permission of AGRA Earth and Environmental, Inc. A319072 (Rev.E 99) •t *AGRA ENGINEERING GLOPAL soum0Ns 11335 N.E. 122nd Way, Suite 100 Kirkland, Washington, USA 98034-0918 Tel (425) 8204889 Fax (425) 821.3014 FIELD DOCUMENT TRANSMITTAL To: Sabey Construction, Inc. 101 Elliot Avenue W. Suite 400 Seattle, Washington 98119 Attn: Mark Velasquez Date: September 17, 1999 Project No.: 8-91M-12475-C Project Name: International Corporate Gateway Park — Building C Project Manager: Ken Sahi Permit N Enclosed for your review and records are our most recent Daily Field Reports and as correspondence pertaining to the above - referenced project. SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Inspection Reports Laboratory Report 25 -27B Set 12 09/07- 09/08/99 09/10/99 09/17/99 09/17/99 cc: Nelson- Bourdages, Inc. City of Tukwila Sabey Construction Field Office a.1WORDPROCWFINd Moment TrsnsmMlais112000s112418- C.ropd Attn: Robert Bourdages Attn: Permit #MI98 -0156, D99 -0151 Attn: Mark Velasquez AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122n4 Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 DAILY FIELD REPORT PROJECT NAME _A i.--2N C k k L 4 ' 11 L � C l e a e LJ(2.L� eck. t . . Q `a. . - C. PROJECT NO. R- ° 1111- . t). 415- e. REPORT NO. Q3 ADDRESS PERMIT '1 S- 0 /56 DATE 9'1 CLIENT WEATHER PAGE (Indudn Test Reports) 1 OF I STRUCTURAL ENGINEER AGRA PROJECTNAGERIPHONE NO. to cESthL ARCHITECT AGRA FI LDREPRESENTATIVE/PAG NO. CONTRACTOR TYPE OF SPECTIO N Q FA 3 54 NEW INSPECTION (990 ./b0 , Gj ❑ RE•INSPECTION COMMENTS ,• PeAAo c k l y w 81 G P r b s 6 p 4 f e c,*i6 r tai 23. e f3 vY, A r lA/r errNI V V 1 1 , t ♦� • �: s1 r�1. 1. e V t, A ( • e r . r a p (43 (o A S, P) 14 C. t I 1 1 • -G 0 _) D 0.,C,40 J 6 Ld I N ,r7 it_� s ; U A) ,D E-Q (4—, /A41 EMI, L z . ■ L.wf l /x, s' -Q GcJL-' C4.O m Cf ri et pe1'Y`r7 , / 0 GC 02 0/.U-1 -'b Y' 3 ' ! c?.-� A) -Lee Co fre On S (4) ur rv,iiiJ non cnu� 41A1'. 1 Nl,1.-P %M,DaO-rN A !1 /C CMG . SAMPLES OBTAINED (NOJSIZEITYPE) SUMMARY To the best of our knowledge, all hems inspected as noted above were ❑ Yes2teliminary Observations in general conformance with the approved p s nd specifications. JO ' ❑ Deficiency Corrected - Report No. !1 AG FIELD REPRESE TIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report Is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19072 (Rev. 6199) AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 DAILY FIELD REPORT PROJECT NAME / /7_• 1 L. r / 74� T' %e l e 'Mire) D� � f� �.t' - � �i� Q c S G.�� /t'i�N. !v S�/ � �n — /DJ 14 `` % 7,„,-T , [t !�✓A (.5 ?� —/2 '9 f C PERMIT NO. t 5--r0 rye 4- . 9 8 - REPORT �C� ADDRESS i,2V2 1 L C, ( S. I DATE 9 - ?- 51 CUENT i C 1-""4 ees COL] ? Pr A STr s- r .,,Js C -172 C-- /VS, `C - )b 6 / < - 23 l ...-,d( c --E I r WEATHER 4,0Y„ PAGE (Includes Ton Ropons) / OF 2 STRUCTURAL ENGINEER SAMPLES OBTAINED (NO./SIZE/TYPE) (') .--& -7CJ (ed C '.x /2 " 0., 1 )%4D111i> AGRA PROJECT MANAGERIPHONE NO. .� )4f Scy„ ' 6,27)3 Zo -X166 ? ARCHITECT -• Report No. AGRA FIELD RE RESENTATIV ER NO CONTRACT e.,/ TYPE OWSPECIpN INSPECTION �.: ' 6,,,,,J--, ❑ RE•INSPECTION COMMENTS 1 L. r / 74� T' %e l e 'Mire) D� � f� �.t' - � �i� Q c S G.�� /t'i�N. !v S�/ � �n — , t1 a..., _ .,. .. . o • (ac.er►"�n Cr Leoke.( P- 4 S I bQ.LEVe. rJP oor. ZPC s J a / 710 g j /eke :■ •' wQ./ _ le, J `n ,-.- - J "O O ` '.ar „ Io-ce QC- p Iaki".S C3 0 / 4.9e -N S r _ e 4.1..,r.... e ( /-70 n f` i_ cic.1rr-[kr -) NYl 1C At S ! s- 6 2 I,✓0..S yils /axed vx Cad .tv ,..1. % ezvlsd /• JaLd e (ortri t 14.4,742 1 a ci 41234-eei 01,4,4 • 7 C 1-""4 ees COL] ? Pr A STr s- r .,,Js C -172 C-- /VS, `C - )b 6 / < - 23 l ...-,d( c --E I r SAMPLES OBTAINED (NO./SIZE/TYPE) (') .--& -7CJ (ed C '.x /2 " 0., 1 )%4D111i> SUMMARY To the best of our knowledge, all items inspected as noted above were x-Yes ❑ Preliminary Observations in general conformance with the approved plans and specifications. ❑ No - ❑ Deficiency Corrected -• Report No. AGRA FIELD REPRESENTATIVE l‘j /f REVIEW ED D BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the Information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. A019072 (R.v.S'W) AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122n° Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821-3914 TEST REPORT CONCRETE TM C -3 GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 ASTM C -140 REPORT NO. y._ , PROJECT � -, d ) ke �� PROJECT & 9/ N0. PAGE (Includes Test Reports) OF Z DATE IF1 9^ FIELD DATA BATCH DATA SUPPLIER r TYPE OF CEMENT MIX NUMBER Sy3"f 6 3 3 982 1 WEIGHTS PERYARD CEMENT (LBS.) DESIGN / ACTUAL TICKET NUMBER TRUCK NUMBER .244/ /0 FLY ASH (LBS.) COARSE AGG. (LBS.) BATCH SIZE, YD' TOTAL PLACED r'O OF /JZ)YDS3 COARSE AGG. (LBS.) WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. ..�-- FINE AGG. (LBS.) DRUM REVOLUTIONS _.._ —• WATER (LBS.) BATCH TIME 6 : vC:, a,,,,• AIR ENTRAINMENT SAMPLE TIME 7: v0 ..1.,. ADMIXTURE NO. 1 ADMIXTURE NO. 2 FINISH TIME SAMPLE AND TEST DATA SAMPLE SET l ` OF ! LABORATORY SET # \ `) I.D. S SAMPLE LOCATION: ,- 0-0-rdec,6 iP4,,, re q -- DESIGN STRENGTH 4600 PSI 0,22) DAYS 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) 7:23 - zc?'- / SLUMP (ASTM C -143) V " f / g—S—Z AIR CONT. (ASTM C -173/C -231) 3.....s-z, --- ,1!29 J.S"77 3 — SPECIMEN (NOJSIZE/TYPE) 6.1 6 ..)e (4 �y 1 DATE SAMPLED g'. 9 .9? AMBIENT TEMP. °F SAMPLE TEMP. (ASTM C -1064) UNIT WEIGHT (ASTM C- 138) S-25 '_ / Q ', -- 6V .c".. DATE RECEIVED CURING CONDITIONS HIGH/LOW TEMPERATURES YIELD (ASTM C -138) —""' 'Note .ppropdMe test milted, N different from those Indicated SAMPLE STORAGE LOCATION AND COMMENTS AGRA FIELD REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER AGRA ENGINEERING GLOBAL SOIUriONS 11335 N.E. 122"" Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821.3914 DAILY FIELD REPORT PROJECT NAME :17-;)+E17 I■kji ON 01 & c--- eJ alvi4. - Gic.q C. PROJECT NO. g Sim -1 aHls. -c. REPORT NO. a7 ADDRESS � PERMIT NO. DATE CLIENT WEATHER 'ZM on) r.5. PAGE (Includes Test Reports) 1OFI STRUCTURAL ENGINEER AGRA PROJECT MANAGERIPHONE NO. k sqh ARCHITECT AGRA FIELD REPRESENTATIVE/PAGER NO. 114 8.1 L 14V . -&Q TYPPEOFSPECTION J4.AJ KNEW INSPECTION 1 RE•INSPECTION CONTRACTOR COMMENTS ,0 ! . 1 f1 • • 1 ,. •. • I dA I 1• " I 8 s F's rt c&1 d , 2S ©I QV A. , ra 10 ilni.YS ' A 2 3 ).4 g N '7 g c5 f3 (o C, 10 a) , I A- A I ) ,GA , r , ,FI 1q 111 t-14; ,CH) `•ai- Ct\Umrh C L U0;vt ' V4-C- 6� 010S' A►-4ji 9.. c Mpt' A ita�, SLey • p,�& PM s 1 1,1 r. Mbi . i a- Ntfto lr1 uvl ^1 I{ . a r.010ti <pl it o. J I SAMPLES OBTAINED (NO./SIZE/TYPE) - SUMMARY To the best of our knowledge, all items inspected as noted above wereles In general conformance with the approved plans and specifications. ❑ Preliminary Observations ❑ No - jf?(Deficiency Corrected — Report No, 2.5 AGRA FIELD REP ESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report Is not intended to be transmitted to a third party by any means, except In full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rsv.& 9) AGRA n ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nD Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 DAILY FIELD REPORT PROJECT NAME rAPTEXAM- 7i6niA� �ft ?e•G r#y cPioz s. - re.* PROJECT NO. 8 - c /19 - /Z417S -e PERMIT NO. mil' �s_ c��� REPORT NO, d '/ 7q ADDRESS /2Lig/ Pc -t h' DATE `�� /4q CLIENT S'4i3 E% e�J /Q � `,Qy efi, 4 it� WEATHER liz PAGE (Includes OF ?j STRUCTURAL. ENGINEER //�'j SAMPLES OBTAINED NOJSIZE/TYPE AGRA PROJECT MANAGER/PHONE NO. ARCHITECT SUMMARY To the best of our knowledge, all items inspected as noted above were Yes .... eitminary Observations in general conformance with the approved plans and specifications. 0 No - 0 Deficiency Corrected — Report No. AGRA FIELD REPRESENTATIVE/PAGER NO. g/ A/"PO Si A✓ !4 CONTRACTOR �.�f _+/7 y eief4e1 ZIA. TYPE OF INSPECTION / EWINSPECTION We 0 RE•INSPECTION .. COMMENTS ... L I 1 - ZrXf l' /• • /' • 4 ` -S - A/ r - nn Co rnC 1,02 Q. 4 -- £)L f' " _.„7,,faz. t&4 Its i = U EzE vw_ D e it 01e 12 x 1,0_,4 r-4 1.54 L {eft- 4._ ec5 L-7/ ca-.214 Aatc,1e . A - tic est)`t... t-c;,,.Q q,-• Cc, c")1€ " LA`s a L r ► 0 ,.,waQ. ■ °7'►� • - / 1 4 _ . _ /. . i &Q�� . A au • �. 1 v-c ' S ...; G. A- r YY7 i• P , .2 Q# .62.3- ul e-g.o - 02-- Q-- af;•~t c-cc/? .fin 6_sa" v-..a L¢- cz. `as !'S-4"a 4 21- -77 c A 4ay2 "e--)3.1.4.44 yg -. • ' t► ( t -- to 4 �" _" �� I .0 -1-6.31 . b. -rt a C y PirKeh.i.„--shar. R4110.1- ckitoreod F c L.16,2_, al_s-Q t.44. CcDm.co ?±L az pka CQ nr .' coc.git c_ c? 4,--44 SAMPLES OBTAINED NOJSIZE/TYPE ,--q—L.-\----76 rf-C-2 SUMMARY To the best of our knowledge, all items inspected as noted above were Yes .... eitminary Observations in general conformance with the approved plans and specifications. 0 No - 0 Deficiency Corrected — Report No. AGRA FIELD REPRESE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122'4 Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 TEST REPORT CONCRETE - GROUT ASTM C -1019 MORTAR (TYPE____) ASTM C -780 CMU (TYPE ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -140 PROJECT NAME ht7e12^/f/t�a/A� � 7r�/,ci or OA�2k • PROJECT NO. 5 -9/0, - / 2 475-G REPORT NO. 4 �G 9--4 /.�'e/G / A c7,-c h� Lv U S. '7O/ L,,t,t PAGE (Includes Test Reports) 2 OF 2 DATE 9/j9 9 FIELD DATA BATCH DATA SUPPLIER COP.,a,A,✓ TYPE OF CEMENT MIX NUMBER 345/6 a WEIGHTS PERYARD DESIGN ACTUAL TICKET NUMBER 3 41232 CEMENT (LBS.) 5g e . TRUCK NUMBER 4/f FLY ASH (LBS.) / $ 10 BATCH SIZE, YD' /2 COARSE AGG. (LBS.) 5/Cf /3 720 4 TOTAL PLACED /2. OF YDS3 COARSE AGG. (LBS.) I/Z SSdo WATER ADDED, GALS. / o'$Q. COARSE AGG. (LBS.) 5,h 37e0 ALLOWABLE WATER, GALS. FINE AGG. (LBS.) raw" /S j4/p ' DRUM REVOLUTIONS WATER (LBS.) // C/0 BATCH TIME 5.14Q 41# AIR ENTRAINMENT 37 4>� SAMPLE TIME 8, ADMIXTURE NO. 1 0)02 0v pa 6/3- i2.. FINISH TIME 8 $/S ADMIXTURE NO. 2 1042 0Q- 2.2it? 42- SAMPLE AND TEST DATA • �..\ SAMPLE SET . i- OF LABORATORY SET #_ L7 I.D.# SAMPLE LOCATION: DESIGN STRENGTH LtSpo PSI ® 2g DAYS ,. 'TEST DATA SPECIFIED CTUAL TEST AGE (DAYS) .7, 2 S, 2 g Ad SLUMP (ASTM C -143) 6' ~ 4JI2, SPECIMEN (NOJSIZE/TYPE) q_ /6I /241) l8� AIR CONT. (ASTM C -173/C -231) DATE SAMPLED 9/ Q 9 ! AMBIENT TEMP. °F S 9 F DATE RECEIVED - SAMPLE TEMR (ASTM C -1064) 7 f CURING CONDITIONS UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) 'Note appropriate tut methods It different from thaw Indicated SAMPLE STORAGE LOCATION AND COMMENTS sakd Citcyt C AG FIELD REPRES NTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821-3914 DAILY FIELD REPORT PROJECT NAME 5-51, TES A,61-7/ '? -Q _ to' PROJECT NO. $ -940 -44/ 7s- a REPORT NO. �r' 8 DATE 4 /BZg, PAGE(IndudssTsstRSlwM) % OF / ADDRESS i��1 ] Pez 4� i ? �}u. S . PERMIT NO. Pat-92)-0/.3g CUENT Q r %�� Sv G z„C e� WEATHER �� STRUCTURAL ENGINEER C AGRA PROJECT MANAGER/PHONE NO. ARCHITECT AGRA FIELD REPRESENTATIVE/PAGER NO. S...5 !'Y S �� / CONTRACTOR ''I � 4 CA/114Y !/� C' TYPE OF INSPECTION A� EW INSPECTION RE•INSPECTION COMMENTS ..,. ,. • lF OA/ -C6-- Z.ing . / - - f.. LtLL Je n..:r1Vt BM a^ rYLSL 'Al .S 4 d.• S , • • 4/ Q 61.4-- a h \v Qom! .�U�,IiW p-4elik ceo si .916 a a p_i R Azi-,,,,,s, (Dale e, l a4-k .f 7dL o ahrt 14e / 94waC 7i-cat -- -�o4 -P �. el �o Co et+ `� � Q one '-41. b'e.11.10tatli%'' Liaafr +9. Ielt a a CO 1 emu' - QC.et.A_ 9 o), in am ` .. / . "_ (.v 1 - , . •1 ,.., _ 1 '� j_ ?Z.e Sr413 Z. GL07rnn✓ �C a� LL ; ' SAMPLES OBTAINED (NO./SIZE/TYPE) SUMMARY To the best of our in general conformance knowledge, all items inspected as noted above were Yes 0 Preliminary Observations withlthe approved plans and specifications. No • 0 Deficiency Corrected — Report No FI D REPRESENTA REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. A019372 (Rev. NO ■ 4'AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG SHUMACHER Specimen Type: CONCRETE ASTM -C39 Report Date: Project #: Project Name: Project Address: AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034-6919 Tel (425) 820 -4889 F 425) 821.3914 September 10, 199 8 -91M- 12475 -C INTERNATIONALGATEWAY CORP 12421 PACIFIC HIGHWAY SOUTH Project Mgr: KEN SAHI Architect: Engineer: PO Number: Mix and Field Data Cast Date: 8/9/99 Placement: Strength (f c): Mix ID: Supplier: Load #: Truck #: Ticket #: Plant #: Batch Size: Water: Admixture: Time Batch Time: Sample Time: Finish Time: Test Result Spec ID # ID 4379 A B C D' Contractor: SHEAR WALL AT LINE E/3-4; LEVELS P2 TO F1; WALL AT 3 /A -B. Required : 4000 psi @ 28 Days 4852 -A STONEWAY 344 722331 10 YDS 25 GALS 13:30 14:20 14:30 Inspector: KEN SAHI Slump (Inches) ASTM C -143: Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ( °F): Actual 5.5 77 Ambient Temp. (°F): 75 Weather: SUNNY Seca. 5±1 N/A N/A 50 -90 N/A Remarks: CONCRETE WAS PLACED VIA PUMP AND MECHANICALLY CONSOLIDATED. REFERENCE REPORT #17, SET12. Date Age Date Rac'd Tested (days) 8/10/99 8/16/99 7 8/10/99 9/6/99 •28 8/10/99 9/6/99 28 8/10/99 Nominal Specimen Size 6x12x0 6x12x0 8x12x0 Actual Area Compressive Strength Brk. Type/ % of (sq in) abs) (psi) Curs Req'd 28.32 102800 3830 SH ' 91% 28.28 140230 4960 CSH 124% 28.28 138790 4910 CSH 123% HOLD Break Types — (Cn).Cone, (CSp) Cone .Split, (CSh) Cons Shear, (Sh) Shear, (Co) Columnar Reviewq _. Distribution Client: Ye= : Yes Producer: Yes Others: AGRA ENGINEERING GLOBAL SOLUT1ONS N.E. 122nd Way, Suite 100 nd, Washington, U.S.A. 98034-0918 e (425) 820.48459 Fax (425) 521.3914 FIELD DOCUMENT TRANSMITTAL To: Sabey Construction, Inc. 101 Elliot Avenue W. Suite 400 Seattle, Washington 98119 Attn.: Mark Velasquez AUG 0 9199 COMMUNITY DEVELOPMENT Enclosed for your review and records are our most recen correspondence pertaining to the above - referenced project. Date: August 6, 1999 Project No.: 8-91M-12475-C roject Name: International Corporate Gateway Park — Building C Project Manager: Ken Sahi Permit No.: MI98 -0156 D99 -0151 t Daily Field Reports and associated field SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Inspection Reports Laboratory Reports 10 -15 Sets 3 -8 07/19- 08/02/99 07/23- 08/06/99 08/06/99 08/06/99 * *Report #V -1 was changed to report #4 for 9-91M-12475-C. Report #V -2 was changed to report #8 for 9 -91 M- 12475 -C. Report #V -5 was changed to report #9 for 9 -91 M- 12475 -C so instead of getting reports V3 -V6 on the 16 of this month, you all got reports V -3, V-4, V-6, and V -7. cc: Nelson - Bourdages, Inc. City of Tukwila Sabey Construction Field Office 6:1WOR0PROC1FiNd Document Tnnxm#hld120001%12475-C.wpd Attn: Robert Bourdages Attn: Permit #MI98 -0156, D99 -0151 Attn: Mark Velasquez .a . AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821 -3914 DAILY FIELD REPORT PROJECT NAME "1- #aeR.itiA171(BALAI, r�?guJ "4,1-4_ ~G PROJECT NO. g91fjh2V7s =e_... REPORT NO. /0 ADDRESS 1,ije21 "ski /3c azALS PERMIT NO. O9g-- 0 k 5 ‘ DAi 7 /p -?1 PAGE(induwsTiaRawls) / OF / CLIENT � �- y�(�i�jG /' ` _5 ` "ef WEATHER ( 5r.//t) STRUCTURALENGINEER // AGR�A�P 'O'JECTMA�NAnEFVPPH /ONNENO. a !/ / ` )' i GS -O2o -VC do, ARCHITECT RAw�,4 AG FIELD REPRESE ATIVE/PAGER NO. CONTRACTOR , � ` L2 &%r &L-S. TYPE OFINSPPPE / NEW INSPECTION A /6 ❑ RE- INSPECTION COMMENTS I /�9 ©,v s i >4 .yz ,e9Ge3: p�L� ,4 - '.e oDf . re/ .. s .0s . or . - r , .0 ,‘„,(-- . ,d ' I(. Itoobt.,. �Vj�dx) >Lite du-its/eg i ffru�v�%rr .I e�. /-e)V ,- 'y,&.5 -14 / 7. e-)112-'k"7/4 '" ? f 7 4 a iud ifi iz c4 c)A.)._SOZ e./.4114c, /taedt c-eacy SAMPLES OBTAINED (NOJSIZEITYPEI SUMMARY To the best of our knowledge, all items inspected as noted above were Yes - 0 Preliminary Observations in general conformance with the appr yed plans and specifications. 0 o 0 Deficiency Corrected — Report No. RA FIELD REPft ENTATIVE REVIEWED BY IIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER • AG RA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122^° Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 DAILY FIELD REPORT PROJECT NAME _` `� J •, z4 �1 EA)-49 ,C� e* J'l PRCIECTNO. J P. �/0 PERMIT NO. ai-9g -0 /3V- REPORT NO. ■/ P ADDRESS / 2% J '4/4 I letutS DATE 7 - /-?7 CUENT je.ota && WEATHER OVA) PAGE (Indudes Test Reports) / OF / -820 - bG 9 AGRAP OJECTMA GERIPHONENO. z-Al ' 'US / STRUCTURALE�VGINEE kt= /50-�Jl ARCHITECT AGRA FIELD REPRESENTATIVE/PAGER NO, CONTRACTOR b ^ Chi/ TYPEOFINSPECTI % NEW INSPECTION / ❑ RE- INSPECTION . COMMENTS Ji5le,+24 r,vieI oA) s,>4 ,s ,e4/4 ce451 -7 )-R .4 /iawit-' o /CeiIJC7r4 /ii) /!/d r 1 ©ti // .t...-. lit ,.574-ii'' i 2). c. 4./i51.4 4 u// r, ad-el b0/4 a? ,fibSs w, L-r-die - `y . /2,Fit; s -14e - fAtt, 4.2,, 21} ZZ ,-,? ,t4/4rea, � p _ , SAMPLES OBTAINED (NOJSIZE/TYPE).- iJ ,444_ , ._7S¢ /et/ SUM ARY To the best of our knowledge, all items inspected as noted above were Yes ❑ Preliminary Observations In general conformance with the approved plans and specifications. ❑ ❑ Deficiency Corrected — Report No G IE SENTATIV REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER 1 ,4 AG RA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122"4 Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821.3914 DAILY FIELD REPORT PROJECT NAME AA /�'j1reAm/17 N /7L 44-rEwAi r /�A /� P4kK_ ft (4-1-i �% G /�- 13,V ;l v V/1 PROJECT NO. [( 8—/)01— /Z"1 7$_c PERMIT NO. Mi= 92— °15(4 REPORT NO. 1 1 DATE 7 /z2) PAGE ( udaTinRppats IoF2 ADDRESS IZ42 -i ?nctr(c CLIENT SA, L =% C'IIST hv111 s /"/ Ac.c.o Ri ir744 6 w i %h /2 "1-7125 ti e' F-) 0e-- `4 / C. S WEATHER 5�NN7 STRUCTURAL ENGINEER _ri J g_i2,1e.:1 2,-- 2,4421 -ek l T4-- 02a,c_e__, AGRA PROJECT MANAGER/PHONE NO. A. eN srvo ARCHITECT SAMPLES OBTAINED NOJSIZE/TYPE) AGRA FIELD REPRESENTATIVE/PAGER NO. k EAl 5 /i/1) CONTRACTOR To the best of our knowledge, all items inspected as noted above were ,st Yes . ❑ Preliminary Observations in general conformance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected — Report No. TYPE OF INSPECTION /� J� NEW INSPECTION '` // 0 ❑ RE•INSPECTION COMMENTS K,, T11//4 1 /4 4 w • Li. . .$ T C /' , ' p2 73 F i 11/51z7 5-he-AA WALL Foe.)-7 /A/4-S & 1.-,, 7 -- A Tv 13./Q /si4 10 9 1,7‘,,e 1— A 1 ;13 C-t 3— A Z IL (,,h,) �/M �RG/id 5 S?`ee( , 7-i A- -13. L.e.A7ie4u f hv111 s /"/ Ac.c.o Ri ir744 6 w i %h /2 "1-7125 ti e' F-) 0e-- `4 / C. S e ,�- Ti e- 1i P Ado ✓F0 p 1.....4-Ns . _ri J g_i2,1e.:1 2,-- 2,4421 -ek l T4-- 02a,c_e__, • SAMPLES OBTAINED NOJSIZE/TYPE) .'t u c= Liwr Aie 4- ( To the best of our knowledge, all items inspected as noted above were ,st Yes . ❑ Preliminary Observations in general conformance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected — Report No. i i ,A'SRA FIELD REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER 4 ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 TEST REPORT 1CONCRETE STM C- GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE ) PRISM UBC 21.17 SHOTCRETE ACI 506 R OTHER ASTM C -780 ASTM C -140 PROJECT NAME / vri.. Art k''11 - kedj PROJECT NO. $ - AM -1z17s REPORT NO. \i PAGE (inches Reports) OF 2 DATE 7 / 2 2-)477 FIELD DATA BATCH DATA SUPPLIER 57,N E- it/ A TYPE OF CEMENT hV s4-.€ _.1 ' MIX NUMBER 11-85 2--A WEIGHTS PERYARD DESIGN ACTUAL TICKET NUMBER 7/9 4- (, 2 CEMENT (LBS.) TRUCK NUMBER 3=ir 3C-7, FLY ASH (LBS.) BATCH SIZE, YD' 1 r a 4" oYDS3 COARSE AGG. (LBS.) COARSE AGG. (LBS.) TOTAL PLACED _OF WATER ADDED, GALS. .f!R COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. RD FINE AGG. (LBS.) DRUM REVOLUTIONS WATER (LBS.) BATCH TIME 1 L . /'3 AIR ENTRAINMENT SAMPLE TIME 1 3 ', i E, ADMIXTURE NO. 1 FINISH TIME I '3 : 25. ADMIXTURE NO. 2 SAMPLE AND TEST DATA SAMPLE SET .L OF 1 LABORATORY SET M I.D, # ellp SAMPLE LOCATION: R 1 A //I / /4 4 hi IQ L L. 1-44%e 7 - '3 -, G P Z ��- DESIGN STRENGTH tppv PSI @ 1 DAYS 7, 2. Qt 2.1 1l ,. •TESTDATA SLUMP (ASTM C- 143) SLUMP (ASTM C-143) SPECIFIED +± '± ACTUAL 11 ric.iat.. 11 i ric.i ; TEST AGE (DAYS) AGE (DAYS) SPECIMEN (NOJSIZE/TYPE) , x) Z AIR CONT. (ASTM C -173/C -231) DATE SAMPLED 7 -11. -5 9 AMBIENT TEMP. °F ' DATE RECEIVED SAMPLE TEMP. (ASTM C -1064) 7,c CURING CONDITIONS A itha 13 IE. FY . UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES Ai/ A YIELD (ASTM C -138) : 'Nob appropriate test methods H different from those Indicated THIS REPORT IS CONSIDERED PRELIMINARY AN SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER Thie rnnn•f ie nrnuidnrl mink, fn. fhn In /nrro.11nn n/ nn. Minn Thin rnnn.4 In nn• In /■n.lnel s. k., bnnn.niNnrl In a •kI. 4 ne.f.. 1... ....nnnf in hall SAMPLE STORAGE LOCATION AND COMMENTS * sI - t ' Jt' ✓"4s A 7. 3 Q ' I 3 B..- 7. hV s4-.€ _.1 ' ,..- et/ c �- ,, r .,. &4e.DREPRESENIVE 7")r)� RD BY THIS REPORT IS CONSIDERED PRELIMINARY AN SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER Thie rnnn•f ie nrnuidnrl mink, fn. fhn In /nrro.11nn n/ nn. Minn Thin rnnn.4 In nn• In /■n.lnel s. k., bnnn.niNnrl In a •kI. 4 ne.f.. 1... ....nnnf in hall AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122n0 Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 DAILY FIELD REPORT PROJECT NAME C1 t- A Art O f, A,/ '''••+d 7' 17 ! c PROJECT ^' REPORT N0. /2 ADDRESS l� I PQC -St. t9lC S - .SrwQLJTI RMIT NO PE fl J 0 }° \ 5 I DATE ` CLIENT I f_ 4 e. WEATHER c..6c..64-1 � PAGE 1Ndud�s Tat Reports) r OF 1 - STRUCTURAL ENGINEER ' AGRA PROJECT MAN /AGEWP NE NO. I�-e - A t ■"..4-#2/ ARCHITECT AGRA FIELD REPRESENTATIVE/PAGER NO. CONTRACTOR .S%� f TYPE OF INSPECTION ❑ NEW INSPECTION r't�� 0 RE-INSPECTION AGRA FIELD REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER Thin rannrt In nrnwlriAr4 SnlAty fnr tha Infnrmatlnn of ntir CIIYnt Thia rannrt la not intandad to hit tranwmitlad to A third natty by any manna urcant In hill. COMMENTS �N(TS _ ,fie ' cs:l xcS elG-nl.0-4L-4, M -(1 0;1_6 1 Zca. C�,-7, ct i ccakLae c")fd ere4 44^ Ce9.1114 C6C..4 M ag frd41fr "0' SAMPLES OBTAINED (NOJSIZERYPE) SUMMARY To the best of our knowledge, all ite in general conformance with the s inspected as noted above were ❑ Yea plans and specifications. 0 No 0 Preliminary Observations 0 Deficiency Corrected - Report No. AGRA FIELD REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER Thin rannrt In nrnwlriAr4 SnlAty fnr tha Infnrmatlnn of ntir CIIYnt Thia rannrt la not intandad to hit tranwmitlad to A third natty by any manna urcant In hill. AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E.122n' Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821-3914 1 DAILY FIELD REPORT PRCJEC / x47E:e % i 'P �L 0 -7 4 ,Q cI C e *A - /2.4 z.:, c 19 REPORT NO. 40,0 / ADDRESS /242, 4 /,jc / Ltt ... / ee-L 7N'fyao / 7F /40. OrtOv, P RN /NO. /. c' / OAT .2C,; J 9 CLIENT C �/ ' / 7-1/ z.E t w pp./- ec--ID 4`7 , c) ? C v .y' -r"- i71t GtcAr','"eC ' . -r--4C:07ii'G / .s C0.2z/r.9 AJ G.g4-52 � ipleo ER T PAGE (I7uwf Test Rport STRUCTURAL ENGINEER L�� 4mri' s : — 77-, 1t 1_ Attc-A/G ziAeter 1l- --/3 --F'a' ze 9z4 , AGRA PROJECT MANAGER/PHiNENO. • e* ARCHITECT ��� � r/ L %%� ' IcAicl NE , 740 t AGRAFIELD REPRESENTATIVE/PAgEER INO. f// r �/ 7 CONTRACT t y w/e pM 4' . TYP OF CTION NEW INSPECTION ❑ RE-INSPECTION COMMENTS • • tiC7F fii 777 re-C C:). 77rer' 770/2,._ ee-L 7N'fyao / 7F /40. OrtOv, 7-1/ z.E t w pp./- ec--ID 4`7 , c) ? C v .y' -r"- i71t GtcAr','"eC ' . -r--4C:07ii'G / .s C0.2z/r.9 AJ G.g4-52 � ipleo : — 77-, 1t 1_ Attc-A/G ziAeter 1l- --/3 --F'a' ze 9z4 , /, , 47ve 4 3,/ s4t=v lo/,4z ' /o 5; 4,2_ ' IcAicl NE , 740 t te-C/AffOleerge- ACT lots' to ;��.-rJ >tti Gam' �e dir 7?7e --F ;try /itig r' c vcP "r l+-. -e --d 4fr/ fG 'nc F ,,Ni /''T EC1-7 ,=C71 I 4' . /°ze y47 7 1r ' oA,,/ - f -0v4 77,v'G P, q3AWYkAi SAMPLES OBTAINED (NOJSIZE/TYPE) SUMMARY To the best of our knowledge, all items inspected as noted above were B'Yes ❑ Preliminary Observations In conformance with the approved plans and specifications. ❑ No • ❑ Deficiency Corrected - Report No. general AGRA FI&tO REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820.4669 Kirkland, Washington 98034 Fax (425) 821.3914 TEST REPORT CONCRETE 'STM CIO,- ) GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 ASTM C -140 REPORT NO. PROJECTNAME.+ 7JECTNO./ 4. 4.- 2-/ %f -I _ /- 1-L j PAGE (indwell Test Rawls) (Onte� DAT / / FIELD DATA BATCH DATA SUPPLIER 4tY7"0/urlL e TYPE OF CEMENT MIX NUMBER %'if WEIGHTS PERYARD DESIGN ACTUAL TICKET NUMBER %r',/30 CEMENT (LBS.) TRUCK NUMBER Wt9 FLY ASH (LBS.) 't7 BATCH SIZE, YD3 Q COARSE AGG. (LBS.) 7// COARSE AGG. (LBS.) 9 r TOTAL PLACED l — ,C D OF y -- YDS3 WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) //7l / DRUM REVOLUTIONS o27 /3c / /J/ WATER (LBS.) AIR ENTRAINMENT ADMIXTURE NO. 1 vv+�i>' 2 -3-0 4 `7 6e)' BATCH TIME SAMPLE TIME ,��j r• � FINISH TIME 4r:‘ a ADMIXTURE NO. 2 SAMPLE AND TEST DATA / OF / SAMPLE SET I LABORATORY SET # I.D. ` SAMPLE LOCATION: -"' 6 f! - GJ• %u/( 4!1 DESIGN STRENGTH a 0) PSI @ DAYS '- `TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) 7 V 2/ r 7' SLUMP (ASTM C -143) 47 y .' SPECIMEN (NOJSIZE/TYPE)lf -.,' /2.- AIR CONT. (ASTM C -173/C -231) DATE SAMPLED ~�7 J AMBIENT TEMP. °F 7/ DATE RECEIVED / / SAMPLE TEMP. (ASTM C -1064) 7/ CURING CONDITIONS ,1- ,1j4,te,,, UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) -Not. appropriate (•fit methods H different from those Indicated AGRA FIELD REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER SAMPLE STORAGE LOCATION AND COMMENTS /1-i m r 6/. Co irCiWW iS d C . C ' AGRA FIELD REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122'" Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 DAILY FIELD REPORT PROJECT NAME Z A1-7tXN r�u,- zs-w PROJECT NO. 9 -91P' -/.2.e-/ 7s- c REPORT NO. acs ADDRESS T / / Q SGUy S. T 4�W � PERMIT N I tI 4� d �s WEATHER C-LfLp ' ' . PAGE (Includes Teal Reports/ 1_ OF ; CLIENT •• ry/ f �' �%i / ��� / Za e STRUCTURAL ENGINEER r be._ :,L42...P ,r)-(48.1 (z<e CcIcytar.Q.6 e.04-174:j • AGRA PROJECT MANAGER/PHONE NO. IcEhI f'il-1j, ARCHITECT SAMPLES OBTAINED (NOJSIZEITYPE) . AGRA FIELD REPRESENTATIVE/PAGER NO. S P}--Tnr lhi C c r✓9 /i- CONTRACTOR �� Observations Corrected - Report No. J ! //t /�/ TYPE OF INSPECTION NEW INSPECTION Q.SyJ ❑ RE•INSPECTION COMMENTS f4- t R A .5tie " (4 0.st. L441 42 Re m , % if i li ... i. .. °t • .../P ay.. 11 j f r! ,l I �v U 4rx.g.._ ..¢ /110 /% 4"'a /.S /b ki Rte- _A rl.� e c L c M i i s,� 1 ex� 5-7-E -C___ (a.) a't'e- kik ac71-12_ tt ISM ev_ ea corn _ ,.„,..-P istve. ‘-lt.4.. 42em 0-1 1 c-eiLSIP..-1.-9 oh 6.4 C 6o4L. • — . i Tl.(sz U Loot 0 s �poL 1; r r/ /� Q$' It IM Tr A /.] N� �1ti4� CJC9-- G9.iL�tiCr� i.J, •• ry/ f �' �%i / ��� CLQ-312._CPA62.4 1.b1 d erVA Dt 16-15k3 O 42-6 D SQL t et '7Lw.%f4 1 a tsS,r Ii76.6 TRQ 1 .de 4 x.Q., ' , r , o `c 6 .&-e' ' - v., ,‘..... a ") .• _r be._ :,L42...P ,r)-(48.1 (z<e CcIcytar.Q.6 e.04-174:j • SAMPLES OBTAINED (NOJSIZEITYPE) . SUMMARY To the best of our knowledge, all items inspected as noted above were ❑ Yes • Preliminary in general conformance with the approved plans and specifications. ❑ No - m Deficiency Observations Corrected - Report No. AGRA FIELD REPR NTATIVE / REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER • i A. !� AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 DAILY FIELD REPORT PROJECT NAME TNAERr\laric -nr&9. 6442061.1) 9)Ici C, PROJECT NO. G -ql 1- 1341' -G REPORT NO. / ADDRESS ) ? Li C 1 ('nc, lc f7ti. S . . jokwL/A4 w4mi. PERMIT NO. 3 %- Q1 c 6, DATE ••• 2-g9 CLIENT eN i Q.0 VVV rt . m 47.7 + al 4 i (F 1 11 ioti.QQ Ii /A., 6 g 121 /Or I 1 a _J .E..4, P I WEATHER 60 CO (I P GE (Includes Test Repons) 1 of STRUCTURALENGINE (WOO-) — 130u rd-zrleo • • • ' -- .' .V. ! - C . 4 . , / C , v D „ er w o o 413 , g . l 1 ep 1 S i t AGRA PROJECTMANAG R/PHONENO. -><, 5ifIL ARCHITECT C4571 CAidit, LOW p 1 it LP VII ('? D14. GG1'Q6(Q : t© vv� (,o I l a m A S 4 pct NbQQ pSr IM w o I:i % a! %:- ,3000 01r L , AGRA FIELD REPRESENTVE/PA17 40 AAA SAMPLES OBTA1 ED (NOJSIZE/TYPE) CONTRACTnR 11_/ CA.'O.QG,Uj' SUMMARY TYPE OFI�PECTIONN X NEW INSPECTION r.. /C. J RE•INSPECTION N., COMMENTS nIQ RUU nn 3 S Q r r ;riff' C bi'llD�• hda 1oi e c. prry '/ G2P e 401 LIMA pre.VID0S1/ 2(CS 0.A4 to #% t IZ"oc_ -1-01 705 - v rc� az 9.42.r rP�,O -r-- - y'''. '1114 113,0 bem., c-o r rk_J eS 0 tom. ,2L, , I I U,r, . ..., , 4'114 S - C \. ' S • . 3 • a - a- t li , _S rt . m 47.7 + al 4 i (F 1 11 ioti.QQ Ii /A., 6 g 121 /Or I 1 a _J .E..4, P I P I (� I I ' 1 . i I e i £- s Q .S12._ ca v 41 ‘I,, ,0 c.Qitf o f C Z, PI I,is 11,45 I Z.41 1 V IP....-4. w + ��CDIE)rh O c 4 A_ D 1 - ) e • • • ' -- .' .V. ! - C . 4 . , / C , v D „ er w o o 413 , g . l 1 ep 1 S i t 4,- CI (3)10,11..) Qom.. -cQ _ . etykia20 5 1• C 2 - P 1 C4571 CAidit, LOW p 1 it LP VII ('? D14. GG1'Q6(Q : t© vv� (,o I l a m A S 4 pct NbQQ pSr IM w o I:i % a! %:- ,3000 01r L , FA SAMPLES OBTA1 ED (NOJSIZE/TYPE) A_,2A-5 -q 4 124 ,z) I t 4 7, it SUMMARY To the best of our knowledge, all items inspected as noted above were .Yes 0 Preliminary Observations in general conformance with the approved plans and specifications. 0 No • 0 Deficiency Corrected — Report No. rGRA FIELD REPRESENT ITIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (R.,.& 9) AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821-3914 TEST REPORT CONCRETE ASTM C -39 GROUT ASTM C -1019 MORTAR (TYPE ASTM C -780 CMU (TYPE ASTM C -140 PRISM UBC 21-17 SHOTCRETE ACI 506 R OTHER PR e _ ME 1- .3400zscAtr0.1 x.51. G "1- ADDRESS CLIENT PROJECT NO. q -11m- ) REPORT NO. DATE ly PAGE (includes Inspection Report) OF) Lf FIELD DATA .:< B ' ' , A T C H DATA SUPPLIER __SAlfMLIA,M41 (D °I SO 74 1 QCI - t -, TYPE OF CEMENT WEIGHTS PERYARD CEMENT (LBS.) I. - = ACTUAL _ _.T DESIGN tD SD MIX NUMBER TICKET NUMBER TRUCK NUMBER 3 (p g FLY ASH (LBS.) /,. It t I '2O BATCH SIZE, YD' 9 COARSE AGG. (LBS.) 99 — 11' 7 TOTAL PLACED OF___ COARSE AGG. (LBS.) --- `-- _YDS3 WATER ADDED, GALS. ALLOWABLE WATER, GALS. a,p 14 ciaid 1. ' , FINE AGG. (LBS.) Ai►r /9k, (' (a pt I /_ 0 DRUM REVOLUTIONS HIGH/LOW TEMPERATURES WATER (LBS.) YIELD (ASTM C -138) .2-(DO j BATCH TIME a 30 AIR ENTRAINMENT •Not..pproprl.to hst me hods 11 dMr not from Mos Indlc.ted t {i:: i, ,'.:. SAMPLE TIME ADMIXTURE NO. 1 }:OYQ 41/0 FINISH TIME ADMIXTURE NO. 2 or DA (L _--,..--7\ 41C SAMPLE AND TEST DATA „ SET NUMBER: I1 �f ? (_) SAMPLE LOCATION: CA) um 0 4 (A,,,2 (. G t 1) Lit. p 1) DESIGN STRENGTH GOooPSI ® •-DAYS ': . `TES,•DATA :. ACTUAL SPECIFIED TEST AGE (DAYS) 1 I IS 1 2,c4 SLUMP (ASTM C -143) 9 311 /,. It t SPECIMEN (NOJSIZE/TYPE) t 14 (A, 4 % 91 AIR CONT. (ASTM C -173/C -231) 4.........1 — DATE SAMPLED I( -1,, .. A `--� AMBIENT TEMP. °F 13 D $' 1 --- `-- DATE RECEIVED SAMPLE TEMP. (ASTM C -1064) CURING CONDITIONS Ai►r /9k, UNIT WEIGHT (ASTM C -138) �.^ HIGH/LOW TEMPERATURES YIELD (ASTM C -138) -� — •Not..pproprl.to hst me hods 11 dMr not from Mos Indlc.ted t {i:: i, ,'.:. COMMENTS rD J.I , Al I IKE)1110 L Ar .� AGR FIELD EPRESENT IVE REVIEWED BY THIS REPORT IS CONSIDERED PRE NARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not Intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122r4 Way, Suite 100 Tel (425) 820.4669 Kirkland, Washington 98034 Fax (425) 821-3914 TEST REPORT (CONCRETE) AST C -39` GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE ASTM ) PRISM UBC 21 -17 • SHOTCRETE ACI 506 R OTHER ASTM C -780 C -140 PROJECT NAME �N1P,rNat�'t- on &Q./ G Q,a .._ PROJECT NO. q-�tm— 13,14 /S-4-1 ADDRESS REPORT NO. 14 PAGE (includes Inspection Repon) 304 CLIENT DATE FIELD. DATA BATCH DATA . . SUPPLIER AlrniZ.k.Oakr TYPE OF CEMENT 1- Q DESIGN STRENGTH �" MIX NUMBER 4 % C G WEIGHTS PER YARD ACTUAL DESIGN TICKET NUMBER 12,1 o CEMENT (LBS.) TEST AGE (DAYS) 4 St TRUCK NUMBER 3L FLY ASH (LBS.) $O BATCH SIZE, YD3 i 0 COARSE AGG. (LBS.) 11wt2r ---- ` q 57 TOTAL PLACED _ _OF_ _YDS3 COARSE AGG. (LBS.) WATER ADDED, GALS. G� COARSE AGG. (LBS.) DATE RECEIVED . ALLOWABLE WATER, GALS. _� FINE AGG. (LBS.) UNIT WEIGHT (ASTM C -138) I ..J 2-_ DRUM REVOLUTIONS WATER (LBS.) 2 ?u 0 BATCH TIME AIR ENTRAINMENT "-'- SAMPLE TIME �'l.y IM ADMIXTURE NO. 1 (0a (di Li • D FINISH TIME •Note appropriate test methods II different from those Indicated . ■ `. ADMIXTURE NO. 2 ' SAMPLE AND TEST DATA ',; `, , ' SET NUMBER: (...11110 I /0 SAMPLE LOCATION: l �, a,0 3 (, 1 a 1S f 5 DESIGN STRENGTH �" 40 PSI ®26 DAYS ". *TEST DATA . - >. ztSp ACTUAL SPECIFIED TEST AGE (DAYS) 7 2, �� ��. 4", 4X 8 SLUMP (ASTM C -143) AIR CONT. (ASTM C -173/C -231) S I ( .� j �- SPECIMEN (NOJSIZE/TYPE) ---- DATE SAMPLED g - 2-91 AMBIENT TEMP °F 80° % i ° ` -- -- DATE RECEIVED . SAMPLE TEMP. (ASTM C -1064) CURING CONDITIONS 4 t•[` J4kA UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C- 138) "-'- •Note appropriate test methods II different from those Indicated . ■ `. ?... ;.: `' ' ; ^ COMMENTS v �►ltl/,�'I�.. M AGR FIELD R -RES 'TATI E REVIEWED BY THIS REPORT IS CONSIDERED PRE ' ARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Waiington 98034 Fax (425) 821 -3914 TEST REPORT CONCRETE ASTM C- GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE ASTM ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 C -140 PRO ME TN�-P,"' J ea It,n Coo rim) DESIGN PROJECT NO. 01 -cl ► NA- i 2�i -7 c-- C REPORT NO. 19 PAGE (Includes Inspection Report) 4OF4 ADDRESS CLIENT S Darelni DATE k'- a - FIELD DATA ,' . BATCH , DATA SUPPLIER S � TYPE OF CEMENT • RA.. a PSI @ "DAYS a MIX NUMBER CO . 9 WEIGHTS PER YARD ACTUAL DESIGN TICKET NUMBER 1.3-1013 aga. CEMENT (LBS.) FLY ASH (LBS.) COARSE AGG. (LBS,) 7/g or IZ r 1.4 t4 HX Q SR' a-qC) -3 -) O -7 0 19 20 TRUCK NUMBER BATCH SIZE, YD' -- g' I 0 TOTAL PLACED -7 OF 1'YDS3 COARSE AGG. (LBS.) SAMPLE TEMP. (ASTM C -1064) WATER ADDED, GALS. f? COARSE AGG. (LBS.) ( ) < Add UNIT WEIGHT (ASTM C -138) ALLOWABLE WATER, GALS. -) (9 FINE AGG. (LBS.) YIELD (ASTM C -138) 1 LI lg + DRUM REVOLUTIONS WATER (LBS.) 'Nolo appropdats feat methods if dMlarent from those Indlo.hd , :' ., ,Z<; . 1, +'. a'L -p BATCH TIME 3 30 AIR ENTRAINMENT SAMPLE TIME y a J ADMIXTURE NO. 1 wok / 1� 4.5 FINISH TIME ADMIXTURE NO. 2 SAMPLE AND TEST.DATA ` ;; ; SET NUMBER: /l%j , I ) J l SAMPLE LOCATION: r V 3 L `fi D t DESIGN STRENGTH • RA.. a PSI @ "DAYS ' '`.'TESTDATA. -.. ,' 's ACTUAL. SPECIFIED TEST AGE (DAYS) 1 , ?X g if SLUMP (ASTM C -143) (,) 4 I + ' Ij SPECIMEN (NOJSIZE/TYPE) IZ r 1.4 t4 HX Q SR' a-qC) AIR CONT. (ASTM C -173/C -231) AMBIENT TEMP. °F -- g' I 0 DATE SAMPLED DATE RECEIVED SAMPLE TEMP. (ASTM C -1064) ' 1 0 ---� CURING CONDITIONS ( ) < Add UNIT WEIGHT (ASTM C -138) `.! HIGH/LOW TEMPERATURES YIELD (ASTM C -138) `-- "-----.� 'Nolo appropdats feat methods if dMlarent from those Indlo.hd , :' ., ,Z<; . 1, +'. COMMENTSw 1 THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOTAVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG SHUMACHER Specimen Type: CONCRETE ASTM -C39 AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034-6919 Tel (425) 820 -4669 Fax (425) 821 -3914 Report Date: August 4, 1999 Project*: 8-91M-12475-C Project Name: INTERNATIONALGATEWAY CORP Project Address: 12421 PACIFIC HIGHWAY SOUTH Project Mgr: KEN SARI Architect: Engineer: PO Number: Mix and Field Data Cast Date: 6/22/1999 Placement: NORTH END OF DETENTION VAULT SLAB. Strength (fc): Required : 4000 psi © 28 Days Mix ID: 4852 Supplier: STONEWAY Load At: - Truck 0: 411 Ticket*: 713034 Plant*: - Batch Size: 10 YDS Water: - Admixture: - Time Batch Time: 8 :20 Sample Time: 9:00 Finish Time: 9:15 Contractor: Inspector: LISA ROSS Stump (inches) ASTM C -143: Air Content (%) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ('F): Actual 4.75" 66 Specs. 4±1" N/A N/A 50 -90 Ambient Temp. ('F): 56 N/A Weather: 55 CLOUDY / LIGHT RAIN Remarks: REFERENCE REPORT U5, SET 3. Test Result Spec ID N ID 3838 A B C D Date Age Date Recd Tested (days) 6/23/1999 6/30/1999 7 6/23/1999 7/20/1999 �8 8/23/1999 7/20/1999 28 6/23/1999 Nominal Specimen Size 6x12x0 6x12x0 6x12x0 Actual Area Compressive Sfrsngth (eq in) (Ms) OW) 28.28 93580 3310 28.28 131160 4640 28.28 127840 4520 Break Typos — (Cn) Cone, (CSp) Cone - Split, (CSh) Cone Shear, (Sh) Shur, (Co) Columnar Reviewed By Distribution Client: Yes File: Yes Producer: Yes Brk. Type/ % of Cure Req'd CSH 83% CSP 116' 113% HOLD AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG SHUMACHER Specimen Type: CONCRETE ASTM -C39 Report Date: Project N: Project Name: Project Address: AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034.6919 Tel (425) 820 -4889 August4, 199_9 Fax (425) 821 -3914 8-91 M- 12475 -C INTERNATIONALGATEWAY CORP 12421 PACIFIC HIGHWAY SOUTH Project Mgr: KEN SAHI Architect: Engineer: PO Number: Mix and Field Data Cast Dab: 6/22/1999 Contractor: Placement: SOUTH END OF DETENSION VAULT SLAB. Strength (1'c): Required : 4000 psi fa 28 Days Time Inspector: USA ROSS Mix ID: 4852 Actual Specs. Supplier: STONEWAY Slump (Inches) ASTM C -143: 4" 4 ±1" Load 0: Air Content (%) ASTM C -231: N/A Truck 0: 305 Unit Weight (pcf) ASTM C -138: N/A Ticket N: 713102 Concrete Temp. ( "F): 70 50 -90 Plant 0: Batch Size: Water: Admixture: Batch Time: Sample Time: Finish Time: 13 YDS 13 GAL 9 :50 10:30 10:45 Ambient Temp. (•F): 55 N/A Weather: 55 CLOUDY / LIGHT RAIN Remarks: REFERENCE REPORT 05, SET 4. Test Result Spec Date Age ID 0 ID Date Rec'd Tested (days) 3837 A 6/23/1999 8/30/1999 7 B 6/23/1999 7/20/1999 28 C 6/23/1999 7/20/1999 28 O 6/23/1999 Nominal Specimen Size 6x12x0 6x12x0 6x12x0 Actual Area Compressive (sq In) (Iba) Strength Brit. Type/ % of (pal) Cur Rigid 28.28 95980 28.28 140420 28.28 137750 Break Types — (Cn) Cone, (CSp) Cone -Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By lir AIM _ Distribution Client: Yes File: Yes\i Producer: Yes Other: 3390 SH 85% 4970 CSP 124% 4870 CSP 122% HOLD AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: MARK VELASQUEZ Specimen Type: CONCRETE ASTM -C39 Report Date: Project N: Project Name: Project Address: AGRA Earth & Environmental, Inc. 11335 NE 122nd Way • Suite 100 Kirkland, Washington USA 98034.6919 Tel (425) 820-4669 July 23, 1999 Fax (425) 821.3914 8.91 M- 12475 -C INTERNATIONALGATEWAY CORP 12421 PACIFIC HIGHWAY SOUTH Project Mgr: KEN SAHI Architect: Engineer: PO Number: Mix and Field Data Cast Date: Placement: Strength (fc): Mix ID: Supplier. Load 0: Truck 0: Ticket 0: Plant 0: Batch Size: Water: Admixture: Time Batch Time: Sample Time: Finish Time: 8/23/1999 MIDDLE OF WALL ON 8 LINE FROM 1 TO 4. Required : 4000 psi it, 28 Days 4852 STONEWAY 303 713240 12 YDS 10 GAL 7:30 8:15 8:30 Contractor: Inspector: LISA ROSS Slump (Inches) ASTM C -143: Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ('F): Actual 5" 68 Ambient Temp. ('F): 80 Weather: 80 CLOUDY Specs. 4±1" N/A N/A 50-90 N/A Remarks: CONCRETE PLACED BY PUMP AND MECHANICALLY VIBRATED. REFERENCE REPORT 07, SET 5. Test Result Spec ID 0 ID 3844 A 8 C D Date Age Date Rec'd Tested (days) 8/24/1999 6/30/1999 7 8/24/1999 7/21/1999 28 6/24/1999 7/21/1999 28 8/24/1999 Nominal Specimen Size 8x12x0 6x12x0 6x12x0 Actual Area Compressive Strength Brk. Typal % of (sq In) (lba) (pal) Cure Req'd 28.28 125540 4440 CSH 111% 28.28 173050 6120 CSP 153% 28.28 175580 8210 CSP 155% HOLD Break Types — (Cn) Cone, (CSp) Cons .Spilt, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Client: Yes File: Yes Producer: Yes Others: AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG SHUMACHER Specimen Type: CONCRETE ASTM -C39 Report Date: Project 0: Project Name: Project Address: AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034.6919 Tel (425) 820 -4669 Fax August 4, 1999 ax (425) 821 -3914 8-91M- 12475 -C INTERNATIONALGATEWAY CORP 12421 PACIFIC HIGHWAY SOUTH Project Mgr: KEN SAHI Architect: Engineer: PO Number: Mix and Field Data Cast Dab: 7/1/1999 Contractor: Placement: DETENTION VAULT WEST SIDE CONCRETE WALL 5TH SECTION OF 32' PUMP WALL FROM SW CORNWERS Strength (f c): Required : 4500 pal © 28 Days Inspector: SATNAM SINGH Mix ID: 345143 Supplier: CADMAN Load 0: Truck N: 130 Ticket O: 9469 Plant 0: Batch Size: 9 YDS Water: Admixture: Time Batch Time: Sample Time: Finish Time: 8:31 7:40 7:55 Slump (Inches) ASTM C -143: Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ('F): Actual 3.25 69 Ambient Temp. ('F): 50 Weather: - Remarks: REFERENCE REPORT 05, SET 6. Specs. 4±1 NA NA 50-90 NA Test Result Spec ID 0 ID 3889 A B C D Data Recd 7/2/1999 7/2/1999 7/2/1999 7/2/1999 Date Tested 7/8/1999 7/29/1999 7/29/1999 Age (days) 7 28 Nominal Specimen Size 6x12x0 6x12x0 6x12x0 Actual Area Compressive Strength (sq in) ( /bs) (M/) 28.28 127540 4510 28.28 166730 5900 28.28 160840 5690 Break Types — (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Client: Yes File: Yes Producer: Yea Others: Brk. Type/ ' % of Cure Req'd CSP 100% CSP 131% CSH 126% HOLD AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG SHUMACHER Specimen Type: CONCRETE AST7N -C39 Report Date: Project 0: Protect Name: Project Address: AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034.6919 Tel (425) 820-4669 F August 4, 1999 Fax (425) 821 -3914 8-91 M- 12475 -C INTERNATIONALGATEWAY CORP 12421 PACIFIC HIGHWAY SOUTH Project Mgr: KEN SAHI Architect: Engineer: PO Number: Mix and Field Data Cast Date: 7/28/1999 Placement: FOOTING PAD COLUMN D /4. Strength (tc): Required : 4000 psi ® 28 Days Mix ID: 4852 Supplier: STONEWAY Load N: - Truck 9: 410 Ticket N: 719138 Plant N: - Batch Size: 10 YDS Water: 5 GAL Admixture: - Time Batch Time: Sample Time: Finish Time: 13:58 14:55 15:18 Contractor Inspector: GEORGE HOWARTH Actual Slump (inches) ASTM C -143: 4 +1" Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ('F): 71 Ambient Temp. ('F): 78 Weather: SUNNY Specs. 5" N/A N/A 50-90 N/A Remarks: CONCRETE PLACED VIA PUMP AND MECHANICALLY CONSOLIDATED. REFERENCE REPORT 049, SET 7. Test Result Spec ID 9 ID Data Recd 4149 A B C D 7/27/1999 7/27/1999 7/27/1999 7/27/1999 Date Tested 8/2/1999 Age (days) 7 28 28 Nominal Specimen Size 8x12x0 Actual Area (sq in) 28.28 Compressive (/b.) 83870 Break Types — (Cn) Cone, (CSp) Cone •Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By plstrlbutlon Client: Yes File: Yes Producer: Yes Others: Strength Brk. Type/ % of (pa/) Cure Req'd 2970 SH 74% HOLD AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG SHUMACHER Specimen Type: CONCRETE ASTM -C39 Report Date: Project 0: Protect Name: Project Address: AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034 -8919 _Fax (425) 820.4889 August 4, 1999 ax (425) 821-3914 8.91 M- 12475 -C INTERNATIONALGATEWAY CORP 12421 PACIFIC HIGHWAY SOUTH Project Mgr: KEN SAHI Architect: Engineer: PO Number: Mix and Field Data Cast Date: 7/22/1999 Placement: RETAINING WALL AT LINE 7 -B TO C, LEVELS P2 TO F1 Strength (Pc): Required : 4000 psi 28 Days Mix ID: 4852 -A Supplier. STONEWAY Load 0: Truck 0: 360 Ticket 0: 718462 Plant 0: Batch Size: 9 YDS Water. - Admixture: Time Batch Time: 12 :13 Sample Time: 13:10 Finish Time: 13:25 Contractor: Inspector: KEN SAHI Actual Specs. Slump (inches) ASTM C -143: 4±1 7 Air Content ( %) ASTM C -231: N/A Unit Weight (pcf) ASTM C -138: N/A Concrete Temp. ('F): 75 50-90 Ambient Temp. (•F): 80 Weather: CLEAR Remarks: REFERENCE REPORT 011, SET 8.. N/A Teat Result Spec ID 0 ID 4110 A B C D Date Rec'd 7/23/1999 7/23/1999 7/23/1999 7/23/1999 Date Age Tested (days) 7/29/1999 7 •8 28 Actual Nominal Area Specimen Size (sq in) 6x12x0 28.28 Compressive abs) 105620 Break Types — (Cn) Cone, (CSp) Cone .Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distrlbution Client: Yes File: Yes •. .4. .f, Producer: Yes Others: Strength Brk. Type/ % of (pal) Cure Rigid 3730 SH 93% HOLD �►AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Kirkland, Washington, U.S.A. 98034 -6918 Tel (425) 820 -4669 Fax (425) 821 -3914 To: Sabey Construction, Inc. 101 Elliot Avenue W. Suite 400 Seattle, Washington 98119 Attn: Mark Velasquez FIELD DOCUMENT TRANSMITTAL RECEIVED JUN 1 5 1999 COMMUNITY DEVELOPMENT Date: June 11, 1999 Project No.: 8-91M-12475-C Project Name: International Corporate Gateway Park — Building C Pro ermit No.: MI98 -0156 Enclosed for your review and records are our most recent Daily Field Reports and associated field correspondence pertaining to the above - referenced project, SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Inspection Reports 01 -02 06/01 - 06/07/99 06/11/99 'cc: Nelson - Bourdages, Inc. City of Tukwila Sabey Construction Field Office S:IWORDPROC1FIOd Document Tmnsmittah112000s112475.C.wpd Attn: Robert Bourdages Attn: Permit #D98 -0214 Attn: Mark Velasquez AG RA i ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122 ^d Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 INSPECTION REPORT PROJECT NAME P PROJECT NO. R REPORT NO. PEA IT NO. $ - 0 D DATE . / yn CLIENT �� W WEATHER ,1/ . P PAGE (includes Test Repo sl O STRUCTURALENGIt(EER N A AGRAPR ECT ,:NA R/PHONEN.. ARCHITECT V e CONTRACTOR l T TYPE OF INSPECTION (e NEW INSPECTION INSPECTION DATA rriv! :1 -/ . c1 f 1S /ian l L .514, ._ - 1 11". ... _ • A 4. ,e. All . ' 4 ‘119 • 4111■.. 1 , , AO Air,.. . • , ci-cr- .111 o - c Bt c \ . _ r S focciecil .,,, ! -!/ Q .C,,,..- A 4 c e-,-.1 / 1 /...i. Tom► psi a or / • Q r . r a e - 0 + - t / 174 Gt!oCS / A redd I ���C��i�e o - of S.._ : • AO_t ■ • ■ • trre • t • ace r -(, e 11 13 lC • cr,4,c VO /s1 O o-" / a/+.J 17 /•s i z 5"/(13 Gtier.J 1 ei , 1 ti w•- • .�.`• ice- _ . .. OA D.. , ,_k- ..•../.., . e. A. .___ ■ i- c ! _ -. ..' - ;t 1r l . ► . -172 _C- I(-t)C� C -2st a -r.. C -31. SAMPLES OBTAINED (NO./SIZE/TYPE) °t (2) sQ4 n'e 6-6 C,• x 12" cam(: Nctcc& INSPECTION RESULTS To the best of our knowledge, all items inspected as noted above were XYes in general conformance with the approved plans and specifications. No ❑ Preliminary Inspection ❑ Deficiency Corrected - Report No. A A FIELD REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client, This report is not Intended to be transmitted to a third party by any means, except in full, INSPECTION RESULTS To the best of our knowledge, all items inspected as noted above were XYes in general conformance with the approved plans and specifications. No ❑ Preliminary Inspection ❑ Deficiency Corrected - Report No. A A FIELD REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client, This report is not Intended to be transmitted to a third party by any means, except in full, AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821.3914 TEST REPORT ONCRET STM C -39 GROUT ASTM C -1019 MORTAR (TYPE ASTM BATCH DATA' Z / ) CMU (TYPE ASTM ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER C -780 TICKET NUMBER C -140 PROJE �� IL i iJ ADDRESS /21/2/ L.• • 414 s. l ■ ' - I • - ( PROJECT NO. 1 //� 7 //� g.9 /.e, /21/75 -C !3 REPORT NO. / DATE 6- i 99 PAGE (includes Inspection Report) 2 OF CLIENT �i FIELD DATA . GA n TYPE OF CEMENT BATCH DATA' Z / S. in SUPPLIER MIX NUMBER pis- 1411 WEIGHTS PER YARD ACTUAL DESIGN TICKET NUMBER 313 CEMENT (LBS.) /L H 0 1/y / 0 TRUCK NUMBER I Ir_ FLY ASH (LBS.) / 3(4C !3 BATCH SIZE, YD' tO1cl COARSE AGG. (LBS.) jq 23r p122 C TOTAL PLACED ea OF J i YDS3 COARSE AGG. (LBS.) 35-7 O 3Si 2 WATER ADDED, GALS. ,O COARSE AGG. (LBS.) YIELD (ASTM C -138) ALLOWABLE WATER, GALS. -•......- FINE AGG. (LBS.) /13"9 5 / / 6 2.6 DRUM REVOLUTIONS . WATER (LBS.) /24/ 6 / 2i 7 BATCH TIME .2 : SE P, 3: 336,r„ AIR ENTRAINMENT ADMIXTURE NO. 1 U�Q� �' a� J.72 29 d� fed 'z 3C/2. 40E.. SAMPLE TIME FINISH TIME ADMIXTURE NO. 2 � -- SAMPLE AND TEST DATA SET NUMBER: /8 /2 'a) SAMPLE LOCATION: 4 , rn DESIGN STRENGTH /400 PSI ® .2b DAYS *TEST DATA ACTUAL SPECIFIED TEST AGE (DAYS) 7.28.2a. %4 SLUMP (ASTM C -143) lu ' SPECIMEN (NO./SIZE/TYPE) (i) 6" y1,7" I . AIR CONT. (ASTM C -173/C -231) 0 ,4 5- / % DATE SAMPLED 6_ -97 AMBIENT TEMP. °F 67 0k-- —� DATE RECEIVED SAMPLE TEMP. (ASTM C -1064) 69 v F--- „s---cc 910. p CURING CONDITIONS UNIT WEIGHT (ASTM C -138) HIGH /LOW TEMPERATURES YIELD (ASTM C -138) '. -•......- 'Note appropriate last methods If different from those indicated ; • COMMENTS • / _ fri/ AGR• FIEL REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER 0AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122ne Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821-3914 TEST REPORT �• �ONCRET& �Ar►TJJI -C�3 GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE ASTM ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 C -140 PROJECT NAME .4,.,,, '1�,/ 629 LI g4 .- c PROJECT NO. g ,i//3.12 y 7s----. c ADDRESS I� 1/ % / 4c,-.4 Gvy S REPORT NO. / PAGE (Includes Inspection Report) 2 ✓ OF ` ✓ CLIENT , / DATE 6-/-PY FIELD DATA BATCH DATA :CM il�f SUPPLIER Caltncuet TYPE OF CEMENT MIX NUMBER 305-N3 WEIGHTS PER YARD ACTUAL DESIGN TICKET NUMBER 363 CEMENT (LBS.) 1-/9Q TRUCK NUMBER 13 © FLY ASH (LBS.) /573 BATCH SIZE, YD' 9 COARSE AGG. (LBS.) 3 /ii" f5- 76 TOTAL PLACED OF /a21YDS' COARSE AGG. (LBS.) yes 39 V ___ WATER ADDED, GALS. 10 Jt COARSE AGG. (LBS.) ..r_ --.- ALLOWABLE WATER, GALS. FINE AGG. (LBS.) 12Sl3 DRUM REVOLUTIONS WATER (LBS.) ;7q0 BATCH TIME /6:3C, �� AIR ENTRAINMENT 2, SAMPLE TIME 7: t...-, ^ l" ADMIXTURE NO. 1 ADMIXTURE NO. 2 32. 00 FINISH TIME SAMPLE AND TEST DATA SET NUMBER: 2 /2 SAMPLE LOCATION: -5 DESIGN STRENGTH L' s. S1 @28 DAYS /7,.28.2 *TEST DATA `:, ::; : ACTUAL SPECIFIED TEST AGE (DAYS) - a SLUMP (ASTM C -143) AIR CONT. (ASTM C -173/C -231) AMBIENT TEMP. °F I. c 5- r. SPECIMEN (NOJSIZE/TYPE) `id) C " X'Q 4 e / 6- /- 99 42% '/v _r/' --- DATE SAMPLED DATE RECEIVED SAMPLE TEMP. (ASTM C -1064) 7DO °F Z) °„ ib .6/Ia-. CURING CONDITIONS UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) .t ---, 'Note oppropriate test methods It different from those indlc.tad COMMENTS . 4- ie,//k _______g:I. AGRA FIELD REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER tt •AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122r0 Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821-3914 INSPECTION REPORT PROJECT NAME T-, 4. • :1J - c PROJECT NO. 8.51/01- 121175.- c REPORT NO. 2 mid conci,a4 pi Cr7.¢r -cr reLr1: ( 'Q ADDRESS � vit ,/ 4 4 S. 7,iv., / b-4 PERMIT NO. AT 93 - 0/SC, DATE 6 - 7 79 CLIENT / / 11 S 12 ,. 1 1 .1 1 1* 41 #:SO A r• WEATIIq ,fir � pjtfy AGRA P OJECT AN GER/ ONE NO. A RG A FI q NTATI(,25) PAGEpncl�sTeslReporls) dt/7 ' 2O — v6 6 9 STRUU�CT A NGINEER f O' & - ARCHITECT CONTRACTOR VI J TYPE OF INCT40N /re���/ / (��[ NEW INSPECTION ❑ RE-INSPECTION INSPECTION DATA 1 - i t4- .'$ C V S /,»J%'L t e- r .S //10,4)/te..1141 S c" IS- (ei 'CI ire mid conci,a4 pi Cr7.¢r -cr reLr1: ( 'Q / ., sit/ rei%1 u roi i in ecfP' d i r�Clp Si tee LdlCeerV�A I Cai 44,Act tts OL e V W 1 n pli 1■ u r f 3 6tS n1 i� c • S c k lc l't? p )an S II S10 13 /510 104 12 06.^64 _ankspir.c. R r ` � C, ca.. / / 11 S 12 ,. 1 1 .1 1 1* 41 #:SO A r• s 4QC\ IL. _ • to • -_ a . �-- . • , . : Tim s 0 J -I G ('t ' G tO( SAMPLES. OBTAINED (NOJSIZE/TYPE) ' C 1) sQ4s c (,40 , '' x t2" c,, ['Jets INSPECTION RESULTS To the best of our knowledge, all items Inspected as noted above were Yes in general conformance with the approved plans and specifications. ❑ o ❑ Preliminary Inspection ❑ Deficiency Corrected - Report No A r GRA F ELD REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means. except in full, AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122"" Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 TEST REPORT ONCRETIr GROUT ASTM C- ASTM C -1019 MORTAR (TYPE ASTM C -780 CMU (TYPE ASTM C -140 PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER PROJECT NAME r ADDRESS el II CLIEN PROJECT NO. REPORT NO, c DATE 6-7 -rq PAGE (includes Inspection Repot) OF FIELD DATA BATCH DATA SUPPLIER DESIGN STRENGTH TYPE OF CEMENT . •TEST DATA. • ACTUAL MIX NUMBER _Tiro WEIGHTS PER YARD ACTUAL DESIGN TICKET NUMBER 7 /O 328 CEMENT (LBS.) AIR CONT. (ASTM C -173/C -231) 370 TRUCK NUMBER 3118 FLY ASH (LBS.) AMBIENT TEMP. °F 70 BATCH SIZE, YD3 /0)e $ t COARSE AGG. (LBS.) / SAMPLE TEMP. (ASTM C -1064) /9 20 TOTAL PLACED 3.2 OF 1 /OYDS3 COARSE AGG. (LBS.) UNIT WEIGHT (ASTM C -138) ._._, WATER ADDED, GALS. / d COARSE AGG. (LBS.) -.--, ALLOWABLE WATER, GALS. FINE AGG. (LBS.) / 1/76 DRUM REVOLUTIONS — WATER (LBS.) 2VQ BATCH TIME 7; 3 0 AIR ENTRAINMENT SAMPLE TIME /0'n SS Q #,,� ADMIXTURE NO. 1� /�� Z FINISH TIME ! ADMIXTURE NO. 2 7"'■ SAMPLE AND TEST DATA- SET NUMBER: ! e f / Ca7----- SAMPLE LOCATION: DESIGN STRENGTH soap PSI @,28 DAYS . •TEST DATA. • ACTUAL SPECIFIED TEST AGE (DAYS) - ' - ,2g`. 1.4 SLUMP (ASTM C -143) ;/3 �' SPECIMEN (NO. /SIZE TYPE) LOG" X 12 of 1 AIR CONT. (ASTM C -173/C -231) _-- �... DATE SAMPLED 6'7 ,R AMBIENT TEMP. °F IIe .r.--. DATE RECEIVED SAMPLE TEMP. (ASTM C -1064) 6 7 c— so'. 90* -- • / CURING CONDITIONS UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) �- -Note appropriate test methods if dfff•rsnt from thoN.IndlcaIM ; ..,, , ' COMMENTS A A FIELD REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except In full, without written permission of AGRA Earth and Environmental, Inc. AGRA ENGINEERING GLOBAL SOLUTIONS April 19, 1999 8 -91 M- 12475 -0 Sabey Construction 101 Elliott Avenue E., Suite 400 Seattle, Washington 98119 -4220 Attention: Subject: AORA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034 -6918 Tel (425) 820 -4669 Fax (425) 821 -3914 /JOT 4cPT3 c.E /S �q--� W4)4, TO Cb�n,Pc��enG_ oP- Mr. Mark Velasquez, Project Engineer 1 4-CSP6--(-77 ohs �l �s / aLJbL- ^D98- 032! M (cB-o r s Materials Testing Services Summary of UBC Special In City of Tukwila Permit Numb International Gateway Corpor. -r — Building "A" and Annex 12301 Tukwila International Boulevard Tukwila, Washington Dear Mr. Velasquez: AGRA Earth & Environmental, Inc. (AGRA) respectfully submits this letter as our final summary of UBC special inspections and materials testing for the above - referenced project. AGRA performed inspections for this project beginning on August 22, 1998 through April 13, 1999 as requested and scheduled by representatives of Sabey Construction. Daily field reports were prepared and distributed at the time our services were provided. These reports form the basis for this final summary of our inspections. In accordance with the City approved plans and the request and authorization of Sabey Construction, AGRA performed inspections for the following: 1. Reinforcing steel inspection for the structural concrete;- 2. Concrete placement inspection and testing for the structural concrete; 3. Shotcrete inspection and testing; 4. Spray - applied fireproofing inspection and testing; 5. Epoxied anchor bolts; 6. Visual and ultrasonic inspection of structural steel welds for the field welding and fabrication shop; and 7. Reinforcement and Grouting inspection and testing for the soldier piles and auger cast piles. s 1wORDPROC198 Projects ■SeattIo112000s1124751Final letler.wpd Sabey Construction April 19, 1999 8-91M-12475-0 Page 2 In our opinion, the work which was inspected as referenced in our daily field reports was performed in general conformance with the approved plans and specifications. If you have questions or desire additional information, please call at your convenience. Sincerely, Timothy Associate iCer1 S. Sahi, P.E. WABO Technical Director TRH /KSS /jdp cc: City of Tukwila Sabey Construction EXPIRES 12/18 /qT Fax: 206 - 241 - 8223 S; WORDPROC198 Pro lectstSeatue \12000s112a751Final letter.wpd • 0 AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Kirkland, Washington, U.S.A. 98034-6918 Tel (425) 820 -4669 Fax (425) 821 -3914 FIELD DOCUMENT TRANSMITTAL To: Sabey Construction, Inc. 101 Elliot Avenue W. Suite 400 Seattle, Washington 98119 Attn: Mark Velasquez Enclosed for your review and records are our most recent correspondence pertaining to the above - referenced project. Date: April 2, 1999 Project No.: 8-91M-12475-B Project Name: International Corporate Gateway Park — B Project Manager: Ken Sahi Permit No.: D99 -0006 /r /q'-©i Daily Field Reports and associated field SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Inspection Reports 06 -08 03/22- 03/25/99 04/02/99 cc: Nelson - Bourdages, Inc. City of Tukwila Sabey Construction Field Office Attn: Robert Bourdages Attn: Permit #D99 - 0006 Attn: Mark Velasquez S :IWOROPROCIF!eld Document Transmlttals112000s112475 .8.wpd. AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821-3914 INSPECTION REPORT PROJECT - -/ T ' ( -Ae G!' rr,'✓Pcic n s, Z as It Lx7s /0/.. ec 71 s TPe //e,'el /Cote.'-► ae l f` AEI r 611A, 1 I 6n 8 1 r'rNe .DeLen 2 c •d E- a, S L 4,Thif ocr a>-, /'/le 690- 4.4 / — PROJECT NO. REPORT N. (0 ADDRESS /02 (4 .21 UVP t net / S.—( ee". RMIT NO. DATE -�� PAGE (includesTstReports) 30/511 (C o l u r.-. n 4 fix 1394-oa� WEATH , ( �� /v� CLIENT e I O rn 8- l. �.���� .. Re,, . a�lra� -e,-,"L p i 5 cv. FMCS f I 464.1 �erx-Li �7 Le r`� �P STRUCTURAL ENGINE RECEIVED �o11 —.Bo �� NP / QS r AGRA PROen M (HONE ` e/g 4 (.2.s-) 2c- AGRA FIELD REPRESE TATIVFJPAGER lei ARCHITECT CONTRACTOR TYPE OF INSPEC ON, L. !(a /i1� NEW INSPECTION /❑` FIE-INSPECTION INSPECTION DATA • rr,'✓Pcic n s, Z as It Lx7s /0/.. ec 71 s TPe //e,'el /Cote.'-► ae l f` AEI r 611A, 1 I 6n 8 1 r'rNe .DeLen 2 c •d E- a, S L 4,Thif ocr a>-, /'/le it ee/1 3----4-r, • 5fee , rel'i\3-of'C i- e,Y.�,,�" tN� ; n �� c e f � r � 'r S 7/S 13 I S� 2 c JJ k�C 2.+^e,1 7" i�r• (au -a on s.:4 n /pn 5 S in r�Ln a_ •� UVP t net • �0 � .7' i � A e pp � d SpnQ c,' -1-� c a l.'o n c 10/S /3, I /s,,3 /8 /S/3 1 /_f" S 13 oU. � Z 3/S / 3 —o r- S r h�. „,,- c,u.a ii o. r. d is O /S 1 a G.n O 30/511 (C o l u r.-. n 4 fix C• 2) �� ��n>z, Cr I O rn 8- l. �.���� .. Re,, . a�lra� -e,-,"L p i 5 cv. FMCS f I 464.1 �erx-Li �7 Le r`� �P (' c: ` CO irnMar�cP RECEIVED MAR 31 1999 COMMUNITY SAMPLES OBTAINED. (NOJSIZE/TYPE) INSPECTION RESULTS To the best of our knowledge, all items inspected as noted above were ' yes ❑ No in general conformance with the approved plans and specifications. ❑ Preliminary Inspection ❑ Deficiency Corrected — Report No. r AG A FIELD REPRESENTATIVE MV‘. REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report Is provided solely for the information of our client. This report is not Intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AGRA ENGINEERING GLOBAL SOLUTIONS 113;Y; N.E. 1.n "d Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821-3914 INSPECTION REPORT PROJECT N E 7u�dL/6P,a 1 cet . I (. gib -8 PROJECT NO. REPORT NO. DATE 3-479-99 PAGE(includesTeslReports) / -LG ? 9... 8- 9i.77-/4g7S -.B ADDRESS S 7:14.,,'/ 0. �4 /210 1 yo.c.1, PERMIT 5 +OO b 6 WEATHER 0 vF ry V W 4/! / / AGRAPROJEC::r HONENO. (y2S)820 CLIENT Q ilvs 4-ec) 4e5 c LaArs ccx-S A- A 3 m sL ILA C-172 STRUCTURAL ENGINE ` Ma frii, co•rwi L<- -1 p ../ J 5 , ci / 1„ b/.3 ARCHITECT _,(aagert cai er /e.. --s oketair.,0 e'al J /2 - /-91i1 . AGRA FIELD REP %% ENTATIVE/PAGER N JW• If:Nn S S TYPE OF INSPECTION A [ 0 /C e• re j' 71 NEW INSPECTION E•INSPECTION CONTRACTOf • INSPECTION DATA /' % j `-- Arivei on .5;14 as re ves f' / X 74.5 �, tc1 rne,n,`fa r cc�� cr+2rP PQ Ioxe^.42, -14- Ce Elc13 b waits ion Vc or 5- Le 4tv 4 pc 6 0, 1 E-4,-, E 4'. m 6---A 6 . ,S4ee ( i rIcc n-L Cra.t De re.)- OS� i rspecte� Or,A r�.cce>(J�e� ats 'mA• c ec� ' n AGRA ,CAC p c --� 0. •`0 3 , -ec 3 -2Z -7/ - AgrnJ4i / 28 ycls' el-C. Co.cL-, , r . ; X t' 3i- s 1-!.3 ,j66 P taect V Via eirelp aevA m.e_r_. f.Ca1 cdrSd \ ; LLi G,cr e.L Q LAio_s .50.1010c1 ilvs 4-ec) 4e5 c LaArs ccx-S A- A 3 m sL ILA C-172 C-106 G.141, C. -231 0.4.A c- 3 t. ` Ma frii, co•rwi L<- -1 p ../ J 5 , ci / 1„ b/.3 w. /X na.I, zorrs,,s . ;. of > t3 r-s ev74 4.2 "O. c cticA _,(aagert cai er /e.. --s oketair.,0 e'al J /2 - /-91i1 . SAMPLES OBTAINED (NOJSZEITYPE) (q)x/2 ` / INSPECTION RESULTS To the best of our knowledge, all items inspected as noted above were es ❑ No in general conformance with the approved plans and specifications. ❑ Preliminary Inspection ❑ Deficiency Corrected — Report No. A RA FIELD REPRESENTATIVE JE�`� IiECEIVED REVIEWED \ R 2 1 1999 THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW Byeawmpow MANAGER AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 1.2Cnd Way, Suite 100 Tel (425) 820.4669 Kirkland, Washington 98034 Fax (425) 821 -3914 TEST REPORT CRETE GROUT ASTM C -39 ASTM C -1019 MORTAR (TYPE ) CMU (TYPE ASTM ) PRISM UBC 21-17 SHOTCRETE ACI 506 R OTHER ASTM C -780 C -140 tir+a �vrr o 6ceiew,/ a J2r.1 B�. I 67 T NO. /•�- 2 7,� ADDRESS / f2g2I 19.c ,c S. REPORT NO. q PAGE (includes Inspection Report) 2 OF Z CLIENT ev FLY ASH (LBS.) DATE Gj 3-21-i- FIELD DATA BATCH DATA SUPPLIER Cp-Ci-■, TYPE OF CEMENT alir MIX NUMBER 3g57V 3 ,5692 WEIGHTS PER YARD CEMENT (LBS.) ACTUAL DESIGN 410.0 TICKET NUMBER TRUCK NUMBER � 1 FLY ASH (LBS.) /Sa . Q BATCH SIZE, YD3 /Q COARSE AGG. (LBS.)3 1rJ COARSE AGG. (LBS.) 3 8 /576, 6 1/43944 0 TOTAL PLACED 57 OF %26'vYDS3 WATER ADDED, GALS. /O COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) 12s8 . 0 DRUM REVOLUTIONS WATER (LBS.) V8,81 BATCH TIME AIR ENTRAINMENT V- Go SAMPLE TIME ADMIXTURE NO. 1 pARWo 38, 0 FINISH TIME ADMIXTURE NO. 2 SAMPLE AND TEST DATA SET NUMBER: t tor SAMPLE LOCATION: (.L )0J On /,ne . i 5 L C DESIGN STRENGTH gmj PSI @ A DAYS *TEST DATA ACTUAL SPECIFIED TEST AGE (DAYS) 7.28.,23- SLUMP (ASTM C 143) AIR CONT. (ASTM C -173/C -231) / 4/ �, 41 4/" ' 1 8 ie SPECIMEN (NOJSIZE, YPE) (l) CI'. X 0 ., of DATE SAMPLED -3 _ ,24 i'19 AMBIENT TEMP. °F SAMPLE TEMP. (ASTM C -1064) 69 °F ---.... so.-90•F DATE RECEIVED CURING CONDITIONS UNIT WEIGHT (ASTM C -138) HIGH /LOW TEMPERATURES YIELD (ASTM C -138) 'Note appropriate test methods it different from those Indicated COMMENTS REC EIVED GRA FIELD REPRESENTATIVE MAR 31 1999 c;(MMUNT Y iej, DEVELOPMENT REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not Intended to be transmitted to a third party by any means, except In full, without written permission of AGRA Earth and Environmental, Inc. AGRA ENGINEERING GLOBAL SOLUTIONS 1335 N.L. 122"' Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 INSPECTION REPORT PROJECT NAME ' QLP13 PROJECT NO. R rot a'r 75 ze REPORT NO. g ADDRESS / 12 *-k_ ,' II d S. Tv , I. PERMIT NO. • •7 0, # .. DATE 23-1/14 s CLIENT f WEATHER 1:r15swri 6T. PAGE (includes Test Reports) STRUCT R LE GINEE- 59%1.. 4, � ,ACS AGRI OOJECTMAjJAGERIPH NE NO. �f'L �� � ARCHITECT rCilt 6 / — ii0 AG LD�R/EPR E1 T PAGER NO. V /�, 4i'�- CONTRACTOR /� p /.� rT 4 e_ — V g �� TYPE OF INSPECTION Je7 NEW INSPECTION ar C �❑ RE- INSPECTION INSPE CTION DATA AlrvC) f o itktS CC_r r1 l o t Go Kc-1 - 1 P1 .E, Cliwi foorbo txit4- s . Bk.. 1(.1.75-2) 2 1,4 B --E,� E %nc. (2 2- V zs) Lcci ►1,,5 -1 ,5 13 RI, # `CA- roar #7) /2' /L cr .1'.J took PohJt_m, - . io, /2_ ©c_ w �k II F6 (z) #II T/B cam; !Z 0_ 1:r15swri 6T. ()4 sr?Q c)) 19 7/c-- #5 olds 1 2we. g 44 ele._ /YoT - F n e (33)0 VB 4ti-,o, ,ST/ 42.. co /2 t re `" 6110, /2es 0 ilh/e r IL 4 0 tic r (q) v- Cd144,1 ot'i` 3-CA' 1% ((b bTI'VI rof14wtSte- - r`r7' li; ho1 - (cta4— letiCeCD thCl - 419014 4. Ol trCi difh(r4-710 RECEIVED SAMPLES OBTAIN D (NOJSIZE/TYPE) MAR 3 1 1ggg / `f i/2-!, t/ L/1L`, COMP IMIITY INSPECTION RESULTS DEVELOPMENT To the best of our knowledge, all items inspected In general conformance with the approved plans as noted above were p'S'es ❑ Preliminary Inspection and specifications. ❑ No ❑ Deficiency Corrected - Report No AGRA FIELD REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO This report is provided solely for the information of our client. This report is not without written permission of AGRA Earth and Environmental, Inc. AGRA (Rsrv.2/99) CHANGE PENDING REVIEW BY OUR PROJECT MANAGER Intended to be transmitted to a third party by any means, except in full, AG19372 •AGRA ENGINEERING GLOBAL SOLUTIONS 11335 NE. 122^d Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821.3914 TEST REPORT CONCRETE ASTM C-39 -rreretigni rAi 64rciAlAty Ark bad,2H--.6 PROJECT NAME / t 2j4 4CSC- /1(14,‘ S-3/af /14- ADDRESS , 7CCr CLIENT ASTM C-1019 GROUT ASTM C-780 MORTAR (TYPE ) CMU (TYPE ) ASTM C-140 PRISM UBC 21-17 SHOTCRETE ACI 506 R OTHER PROJECT NO. REPORT NO. tzR( DATE PAGE (Includes Inspection Report) aOF gwc4 sAiipizi,isci..;#0f.p-#4:,i--,-:__:,:,, ,...„:', ,, .:, :.,:.-' ..-...:-.! -.-...,.....‘.,. , . :::::::',: • : _::i:,:e., • SET NUMBI(R7 LI ' SAMPLE LOCATION: -3 -h2,14(„c. COMMENTS SUPPLIER CArlkikk-ki TYPE OF CEMENT (.7/ / --7/ MIX NUMBER 3301W WEIGHTS M; ACTUAL DESIGN TICKET NUMBER 5b9b29 CEMENT (LBS.) .3 Ili .5--- 3 )5b TRUCK NUMBER / 33 FLY ASH (LBS.) 10F30 /080 BATCH SIZE, YD3 9 COARSE AGG. (LBS.) DATE RECEIVED REVIEWED BY TOTAL PLACED 76 OF YDS' COARSE AGG. (LBS.) 3516) 357e, WATER ADDED, GALS, C) COARSE AGG. (LBS.) ji-i 220 /L122‘ ALLOWABLE WATER, GALS. YIELD (ASTM C-138) FINE AGG. (LBS.) /LI 775 -- P18/0 DRUM REVOLUTIONS 'Note appropriate lest methods If different from those indicated WATER (LBS.) BATCH TIME / 335 AIR ENTRAINMENT 1336.11/— 72/ RA- b36f/d- 72-9 Ple_ 2S2.- 0 SAMPLE TIME ADMIXTURE NO. 1 z53 o 2- .1,0, FINISH TIME TIME ADMIXTURE NO. 2 /.---- ' — sAiipizi,isci..;#0f.p-#4:,i--,-:__:,:,, ,...„:', ,, .:, :.,:.-' ..-...:-.! -.-...,.....‘.,. , . :::::::',: • : _::i:,:e., • SET NUMBI(R7 LI ' SAMPLE LOCATION: -3 -h2,14(„c. COMMENTS DESIGN STRENGTH arvoPSI CO DAYS ."-,..'', 'TEST DATA ... ACTUAL SPECIFIED TEST AGE (DAYS) 7-2),-. *Ili SLUMP (ASTM C-143) illiz. MAR 31. 1999 SPECIMEN (NO./SIZEfTYPE) aje../2frap AIR CONT. (ASTM C-173/C-231) u,_ / DATE SAMPLED 2-5)004re AMBIENT TEMP. °F 6---r AGRA FIELD REPRESE DATE RECEIVED REVIEWED BY SAMPLE TEMP. (ASTM C-1064) 600 CURING CONDITIONS UNIT WEIGHT (ASTM C-138) •------ HIGH/LOW TEMPERATURES YIELD (ASTM C-138) ,- 'Note appropriate lest methods If different from those indicated THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19378 COMMENTS HECER[EL) MAR 31. 1999 u,_ / ;• DEVELOPMENT AGRA FIELD REPRESE • TIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19378 0 AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 TEST REPORT CONCRETE ASTM C -39 GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE ASTM ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 C -140 PROJECT NAME Lic PROJECT NO. /,i44-711 rlw ,Poe ADDRESS I 'L/!ii .124f 7Y DESIGN REPORT NO F PAGE (Includes Inpsctlon Report) OF CLIENT J t DATE p Zvi— Mr/ V .•47741737, v. \. - l -. f t'..4 .,-.. r r . .—. — . r.. ... ...- . ..... w _ _.. - - � ,i. .. (I Sr —' 7 - tJi T .•.i.K� , , ti?a,� , s..` SUPPLIER .i, .,. : ■• TYPE OF CEMENT I ..- MIX NUMBER '3 tits WEIGHTS Mr ACTUAL DESIGN TICKET NUMBER 61,9 b7/.2 CEMENT (LBS.) 35- j 35120 TRUCK NUMBER Z2_I FLY ASH (LBS.) 1 1 `.S l WO BATCH SIZE, YD3 IP. COARSE AGG. (LBS.) UNIT WEIGHT (ASTM C -138) TOTAL PLACED 17Y OF YDS3 COARSE AGG. (LBS.) 11:6-0 o I b 452.- WATER ADDED, GALS. ---- COARSE AGG. (LBS.) 15 -65-- (SE3OS ALLOWABLE WATER, GALS. FINE AGG. (LBS.) (b5b7 1 &C-15-2--- DRUM REVOLUTIONS WATER (LBS.) BATCH TIME /tijy AIR ENTRAINMENT SAMPLE TIME /52.0 ADMIXTURE NO. 1 27/ O Z ago., 7— FINISH TIME ADMIXTURE NO. 2 �� (..4 "7tio�t e SAMPLE*Di TEST DATA ; _ "f' u t''�' SET NU ER: F r SAMPLE LOCATION: 1999 rvi I DESIGN STRENGTH 3CCO3SI EA DAYS _DATA .. ACTUAL SPECIFIED TEST AGE (DAYS) ? r2-42)- .l j21�1 SLUMP (ASTM C -143) AIR CONT. (ASTM C -173/C -231) 4 tit/ SPECIMEN (NOJSIZ i DATE SAMPLED 2 J t AMBIENT TEMP. °F 5-372 •� DATE RECEIVED SAMPLE TEMP. (ASTM C -1064) 620 --�- CURING CONDITIONS UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) `--.---- No ■ppropUJM IMt methods It dIN■r■nt from thaw Indtootod COMMENTS . qq---` � RECE( 4l E F MAR 3 1 1999 rvi I ISTV OrtreterPirfrENT GRAFIELD- RESENTA REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not Intended to be transmitted to a third party by any means, except In full, without written permission of AGRA Earth and Environmental, Inc. AGtear>'a FIELD / MATERIAL TEST RL ORT ASTM: C172, C1019, C780 (. .aterial Report Number: 10356 Inspection Type: Reinforced Concrete Location: Footings A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (425) 881- 5812 REDMOND, WA 98073 FAX: (425) 881- 5441 Job No. 98 -204 Project Parkway Supercenter Address 17500 Southcenter Pkwy G� City Tukwila Permit Number: 12N- 0341+ 101,3 -0344 � Contractor Sierra Construction Owner R. C. Consulting CLIENT MBK Northwest ATTN ADDRESS 7690 SW Mohawk Tualatin, OR 97062 "estee was per p ans : spec. oncrete was conso !sate.. eater as •e• at t e request o t e contractor. Concrete was placed on compacted soil. Admixtures: MBAE -90 4 oz.cy; Polyheed 4 oz.cwt. Report Data Report Date: 1/12/99 Inspection Performed / Location Inspection Type: Reinforced Concrete Location: Footings Grids Healthsouth & Hobby Town. Column footings & plinths Healthsouth NE, & W sides of bldg Hobby Town NE, NW, & E sides of bldg. Remarks "estee was per p ans : spec. oncrete was conso !sate.. eater as •e• at t e request o t e contractor. Concrete was placed on compacted soil. Admixtures: MBAE -90 4 oz.cy; Polyheed 4 oz.cwt. Test Strength Tested Per: Conforms Y /N: Compressive Y /N: Yes ASTM C39 Cast Date: 1/12/99 Fracture Type: (If "Other", than Cone.) Tested By: T.Hall Reviewed By: A.Hale Test Results ID # I Test Date Field Cure I Age Days ISize InchlArea Sq InI Weight Lbs 'Max Load Lbsj Strength PSI Material Data 4691 1/19/99 Type of Material: Concrete Supplier: Miles S & G Plant #: 3 28.271 01 Job Time: 11:00:00 AM Yards placed: 15 Coarse Aggregate: 1925 Air Temperature: 46 Design (F'C) @ 28: 3500 Coarse Aggregate: 4711 Material Temperature 63 Truck Number: 41 Sand: 1270 Yield Unit Weight: Ticket Number: 446037 Fly Ash: 80 Slump Inches: 4.5 Job Mix? No Water: 17.1 g Slump Specification: Mix Number: 0640ALF Water Added: 5 g Air Percentage: Cement Type: 1 Air Entrain: Air Specification: Cement: 480 Admixture: see remarks Conformance Conforming to Plan? yes Inspector: R.L.Otto Reviewer: Explain if "No ": Test Strength Tested Per: Conforms Y /N: Compressive Y /N: Yes ASTM C39 Cast Date: 1/12/99 Fracture Type: (If "Other", than Cone.) Tested By: T.Hall Reviewed By: A.Hale Test Results ID # I Test Date Field Cure I Age Days ISize InchlArea Sq InI Weight Lbs 'Max Load Lbsj Strength PSI Set # 4691 1/19/99 71 6x121 28.271 01 1271501 4500 1 4701 2/9/991 ! 281 6x121 28.271 01 1 01 1 4711 2/9/991 1 281 6x121 28.271 01 1 01 1 Copies To Date Mailed: 1/29/99 Building Department Owner Contractor ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Kirkland, Washington, U.S.A. 98034.6918 Tel (425) 820 -4669 Fax (425) 821 -3914 FIELD DOCUMENT TRANSMITTAL To: Sabey Construction, Inc. 101 Elliot Avenue W. Suite 400 Seattle, Washington 98119 Attn: Mark Velasquez Date: April 2, 1999 Project No.: 8-91M-12475-B Project Name: International Corporate Gateway Park - B Project Manager: Ken Sahi miti` -F Enclosed for your review and records are our most recent Daily Field Reports an correspondence pertaining to the above- referenced project. AMY -06 ociated field SUMMARY OF FIELD DOCUMENT TRANSMITTALS . Document Type Document No. Document Date Transmittal Date Inspection Reports 06 -08 03/22- 03/25/99 04/02/99 cc: Nelson - Bourdages, Inc. City of Tukwila Sabey Construction Field Office S:IWORDPROC1FIeld Document Transmittals 12000s112475•B.wpd Attn: Robert Bourdages Attn: Permit #D99 -0006 Attn: Mark Velasquez RECEIVED MAR 31 1999 COMMUNITY DEVELOPMENT AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821-3914 INSPECTION REPORT PROJECT /NAME % n 4/1/140- (C / l�.c. 60/O• /0,-, -E / ( \� � V,'t cT•-� PROJECT NO. g-7//r)--/-275---13 REPORT NO. jazioad 6::, ADDRESS /,?q 21 ��,� NO. '� 'ro DATE 9 3- ,72.9 I CifIckg - oeo� � CLIENT 1 // / WEATHER �' / PAGE (includes Test Reports) 0e1. C1 S e c,' -CC Ctinct t o A e.L (s 7/513 / O/s ii / /S43 /8 /S /S STRUCTURAL ENGINE 4720,1 Q -.U0v- fQS AGRA PROJE T MAI7AGER//PHONE NO. ,(� s:-4i (<r) CJ 20- y44 /� I s �o R, ARCHITECT �f /r-7 ri-74( . 7 '""fie AGRA FIELD REPRESE TATIVEIPAGER ii.../ Y "4"--"•1' C-4..t.-. Clef 4yPQ rp 6i) k., be 3Q f-‘424--c; CO■ r--ancP I dO N T tiff ca.:, 1 CONTRACTOR SCX-V TYPE OFINSPEC O� NEW INSPECTION ❑ RE•INSPECTION INSSPE CTION: DATA ' . rC, /P6 pn . 5, as ce .hS i oci rd , %1S Pc / s Pe /ei i, 1crcerrr 1/'......,. ¢.7 II Bn I i "e be Leen 3 a..4 o-nct S fea- 6,,Thil of-t � 1/n c, Z1 - Lee.) S fe 2 I re i r. (NC -}-s i • cr-\1C l n pa lc( CQ o c a S; 2. G. p la. P�^PJI -f '>✓i ( �J , f l • �DQ '. .7 I - IQ , !.er-c�✓ -• On S.4- • o•n Ii , n. I ., a_ • 0e1. C1 S e c,' -CC Ctinct t o A e.L (s 7/513 / O/s ii / /S43 /8 /S /S r 02 I A/3 �J 2 3/S /3 -or _Sh�...r. rr wai r I a" cl Gle c� l o,r, , - I, L. e _ I s �o R, �r+ /si0 6,-,8 --er -, -(-- 30 /511 (Co 1 u re. (--\ 4 ypq C-2.) Cr t 4yPQ rp 6i) k., be 3Q f-‘424--c; CO■ r--ancP I dO N T tiff ca.:, 1 ra P 5 co, dt sppcs RECEIVED MAR 2 1 tggg COMMUNITY - ELOPMENT OBTAINED�:Ma/SIZE/TYPE}: • SAMPLES INSPECTION RESULTS'. ;,. ; .,:'. To the best of our knowledge, all items inspected as noted above were 'Yes ❑ Preliminary Inspection in general conformance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected - Report No (.0/' /1�/ AG A FIELD REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER AGRA ENGINEERING GLOBAL SOLUTIONS 1130'3 N.E. 122^' Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 INSPECTION REPORT PROJECT NV E -D7///6/ w - Cr, . ar BCD -8 PROJECT NO. E REPORT NO. ° ° t DATE S- .29-?9 PAGE (includes Test Reports) .. 8- ? /,'7 -1.N 7 - AD /2-/21 P . 4 S 7:L.1.. I/` FERMI / / -0006 WEATHER i ' li • - 1 1r ` 7i - CLIENT t a/Je STRUCTURAL ENGINE R AGRA PROJECT MA AGER/PHONE NO. * l 'ERA 0 25-)82 -L /G6? ARCHITECT AGRA FIELD REP SENTATIVE/PAGER NO Wr / / /avyi � S TYPE OF INSPECTI ra,"creA, )(N EW INSPECTION e .� , % ❑ RE•INSPECTION CONTRACTOR INSPECTION DATA / 4t,VJ o� /fP a s r"¢ cites / 7-es /, "non,rr- +Q. . r • - ;�e ce ei ere. e a.Y, b is G 4-- TUB E1 -- ► tS o67►. d oC1 --- /:I e -/u.7-1 V 7A b . 5.4ee to •CC.et n-C" cictA - 1l' l.5- 1 n5aec\3 a..•. r. C -114•• .„ r‘C't is RA .211 rQ�.� -� G a� • -22- - a____ r„,.,„ 11 344 s--1L13 p acej 1 r Ciol2FA G rC e (itiA-S S i-- A3 I m s ecs C-172 oAra' / ycis' of Cu.GL„, tf -o. pirey concl r(\PC',L,..r.-c Cdr 5d 1"-Its-C-ec) 4e s c `. >~ c- • I obi C . l 13 c_ - 231 - 3 t — A ✓l Cc.• -ice ‘,1• ., / �� J J /_/s e G1„,i--5 .f- a" O . C . eaJL -- io5 I /2- /"' W. W, rX /Plit t i" �o2±.s,'S • az,/ Alec • - / , ..,..- 1 SAMPLES OBTAINED (NOJSIZEITYPE) / ,� l / t q) X fc + J. LA I ain kel e Irv. rpm 74 c , INSPECTION RESULTS. To the best of our knowledge, all items inspected as noted above were in general conformance with the approved plans and specifications. es ❑ No ❑ Preliminary Inspection ❑ Deficiency Corrected — Report No, A RA FIELD REPRESENTATIVE RIVED REVIEWEDWAR 3 1_99 TNiS wFanPT IS nnNSInFRED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BYCODRIPROJEA7 MANAGER AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 1.2End Way, Suite 100 Tel (425) 820.4669 Kirkland, Washington 98034 Fax (425) 821 -3914 TEST REPORT ---CO Vti:FRETE ASTM C -39 i\ GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE ASTM ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 C -140 ,.."--/Pila,-4.70.1 6je / 8P ;PR08Tgin -2975 fi ADDRESS / /2(421 Vcr-c: -C: c PAGE (includes Inspection Repon) 2 OF z REPORT NO. CLIENT SAes/ DATE 3-21-1')? 'FIELD DATA BATCH DATA `;. SUPPLIER CpAnr+ TYPE OF CEMENT MIX NUMBER ,39f3.7 93 WEIGHTS PERYARD ACTUAL DESIGN TICKET NUMBER 569277 CEMENT (LBS.) 100.° TRUCK NUMBER ;a 1 FLY ASH (LBS.) /SO . 0 BATCH SIZE, YD, /6 37 OF 26 .N1YDS3 COARSE AGG, (LBO * COARSE AGG, (LBS.) 3 8 . /576. 6 ter! ! 0 TOTAL PLACED WATER ADDED, GALS. /0 COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) / 25 B . Q DRUM REVOLUTIONS WATER (LBS.) V8.81 BATCH TIME AIR ENTRAINMENT t7. 00 SAMPLE TIME ADMIXTURE NO. 1 roRWo 33,0 FINISH TIME ADMIXTURE NO. 2 SAMPLE AND TEST DATA SET NUMBER: 1 3 SAMPLE LOCATION: O/t / j': / el 7TOr“ 4 b DESIGN STRENGTH 4/003 PSI @�' DAYS `TEST DATA ; ° :_`. ACTUAL SPECIFIED TEST AGE (DAYS) 1 '7.28.aa- H SLUMP (ASTM C -143) 11 ° 11" SPECIMEN (NOJSIZE/TYPE) (i)) C 0 ., t�i, 1 AIR CONT. (ASTM C -173/C -231) AMBIENT TEMP. °F ,3 , L 7o Sa ° . f 1.2 7 DATE SAMPLED 3 -c2 4 319 �/ �-- DATE RECEIVED SAMPLE TEMP. (ASTM C -1064) 6C4 °F s7j° - 9ow" CURING CONDITIONS UNIT WEIGHT (ASTM C -138) HIGH /LOW TEMPERATURES YIELD (ASTM C -138) 'Nob appropriate test methods It differently= those Indicated . COMMENTS RECEIVED MAR-3-1-1949 OMMUNITY / -' / • • GRA FIELD ✓- &daf? DEVELOPMENT REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. Thls report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. � AGRA ENGINEERING GLOBAL SOLUTIONS 1.1335 N.E. 122n• Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 INSPECTION REPORT PROJECT NAME l G Qk213 .1-T t --,1,�rl ,4 - ;cG�,�j l� PROJECT NO. $IIII1 -ail 75-72 REPORT Na tea. S' ADDRESS 2114 ,� Hay S- Ta/ , %-, PERMIT NO. D 9 ?oaf) 6 DATE 2,5-1444r92 CLIENT WEATHER PAGE (includes Test Reports) STRUCT R L E GINEE 061, AGRA OJECT MA AGER/PH NE NO. ARCHITECT AGR M REPR E T PAGER NO. CONTRACTOR �ey - 6-13c._ TYPE OF INSPECTION ?NEW INSPECTION /❑ RE•INSPE.CTION - INSPECTION DATA 411.1 vc fo lt5 p&r Cr1to I [� I s:: `Uk X11- poor t t • A s . 13I,',ie 5,25 - 4f 75 a) 2 l�r.c ,0 -- &) E"%nc -C2 a- `�z C � oru -ta [ -5 13 teL #6 a `O /L_ (x,17 - #7 2/21(04— % Cie2Svsiti IPiVrAe m, - /P 1240 c, w oc!c - II k6 23) *II Ts c.. #6 tZ VL k`E (8)442 5T)( 1 /L- #sd �4 /2 `©e. g z1h/ ma-ed. .r.r055w141 5/in rr /.3 /0 B #Lj ,57 f l2 `'/ 62ilim rt /2k..5"-- (iW/tk- 9- CI 2) (i Vert- LO (jaw Li fT,6//,,ce. 3-c _- qL ((bttLgbrrvt ridlowt. t-co- to.. _ G « ti 46 u. I .:„a.. 9 C• ,, /Lc • RECEIVED SAMPLES OBTAINED (NOJSIZE/TYPE) MAR :31 l9gq �' cu r. r, Cr' UNi 7/ - . INSPECTION RESULTS DEVELOPMENT To the best of our knowledge, all items inspected as noted above were ekes ❑ Preliminary in general conformance with the approved plans and specifications. ❑ No ❑ Deficiency Inspection Corrected - Report No. Or AGRA FIELD REPR ' ATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the Information of our client, This report is not intended to be transmitted to a third party by any means, except In full, without written permission of AGRA Earth and Environmental, Inc. AGRA (Rev. 2/99) AG19072 AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122n0 Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 TEST REPORT CONCRETE ASTM C -39 GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE ASTM ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER MIX NUMBER ASTM C -780 C -140. PROJECT NAME .77-erptiori 6/47-ed--siely Ark iDi41.2-- PROJECT NO. / Zzti 7�-� e ,-97/77 TICKET NUMBER ADDRESS /�I ( 4C4C-CC— f N FLY ASH (LBS.) REPORT NO. PAGE (includes Inspection Ripon) OF BATCH SIZE, YD3 i 1 CLIENT SJ! e4i DATE 2>5 rntqfC4- ? 5 sm .,i .. ."- r- -r w" --- ry — a ,i .' J - —7- .7: --- -- : —- t.: i 4'1 _ r , . 4:44 : e SUPPLIER Crrlh( TYPE OF CEMENT /r%/ / --// `DEfSIGN MIX NUMBER 330 (gf 572%25 WEIGHTS =aril CEMENT (LBS.) ACTUAL 311 ,5- - a 3 iSo TICKET NUMBER TRUCK NUMBER / 33 FLY ASH (LBS.) 1080 UR() BATCH SIZE, YD3 9 COARSE AGG. (LBS.) - Nixtrci AMBIENT TEMP. °F TOTAL PLACED 78 OF YDS3 COARSE AGG. (LBS.) 35-110 35- 7d bo° WATER ADDED, GALS. 0 COARSE AGG. (LBS.) `L./ 2-20 / L{.2 ALLOWABLE WATER, GALS. -�-- FINE AGG. (LBS.) /ii 77,5- pi 8/0 DRUM REVOLUTIONS ,•-- WATER (LBS.) 'Note appropriate twt methods N different from those Indicated . . BATCH TIME / 33,5- AIR ENTRAINMENT 6961-f- 72/ 2 /�, 7 b3 hlof- 71'/ 9L ``�� SAMPLE TIME 1 Lt� / ADMIXTURE NO. 1 2-6-3 D 2. 252- O Z. FINISH TIME ADMIXTURE NO. 2 r„--'' ■�' .�. SA�IIRLE 'AND'TEST.DATA.�;;- :f, " 'Y ��-, -: ..— .:.._' `�, •'.' .:~; ,._':2 u - r T C[ SET NUMB R. �' I �I SAMPLE LOCATION: 6.--3 -E,dt�� -1,6f6,.., COMMENTS • - DESIGN STRENGTH �2 r PSI ® DAYS • :::•,,;:..,'TESTDATA::'. ACTUAL SPECIFIED TEST AGE (DAYS) -// SLUMP (ASTM C -143) Z /tz 4/1":" 7 2 SPECIMEN (NOJSIZE/TYPE) AIR CONT. (ASTM C -173/C -231) CC AMUM. / DATE SAMPLED - Nixtrci AMBIENT TEMP. °F S P" AGRA FIELD REPRESE DATE RECEIVED REVIEWED BY SAMPLE TEMP. (ASTM C -1064) bo° CURING CONDITIONS UNIT WEIGHT (ASTM C -138) -�-- HIGH/LOW TEMPERATURES YIELD (ASTM C -138) �.._ ,•-- 'Note appropriate twt methods N different from those Indicated . . THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG198 • COMMENTS • - RECEUVEL) MAR 31 1999 CC AMUM. / DEVELOPMENT AGRA FIELD REPRESE •TIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG198 '0 AGRA C -. ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 TEST REPORT CONCRETE ASTM C -39 GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE_ ASTM ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 C -140 NAME _ PRO1 TPROJECT ejE v hJ� glhflag 75^ ,Q geleAVA-reertitgAir--4),4<7 REPORT NO PAGE (Inciuduu Inspection Report) CEMENT (LBS.) Y CLIENT 5 IA DATE Z(C. #144ffek. 9 ? SA101: ANDITE .. At∎tail' - . ,, ` - ; T aa `': ,.J� a, _,'' .t;. -? � `�''�''•'t�:j` ., .. � �.; • .. y,,.�� �: .•..0 .. .4.. _,...J.�: . -��.,. .-....... 1 ?. vi •'J.•• .�1'1 •.•I.: �t'.Y I'a. t. t:t[..J 1r�..i T'..: •3•l C `�' SET NU ER: � I • ��. SAMPLE LOCATION: O )ITY_ SUPPLIER ";q, f j„ A TYPE OF CEMENT 1--1/ /'! / ` MIX NUMBER 30(41 WEIGHTS t ACTUAL DESIGN TICKET NUMBER 517616,7r) CEMENT (LBS.) Y 3 S2D 35-0 p TRUCK NUMBER Z2--1 FLY ASH (LBS.) 1 1 95- l '200 BATCH SIZE, YD' !17 COARSE AGG. (LBS.) 620 —�-- TOTAL PLACED I7 / OF YDS3 COARSE AGG. (LBS.) /Woo lb 45"-Z_ WATER ADDED, GALS. �-- COARSE AGG. (LBS.) I 513 a 5 - -. 1380$ ALLOWABLE WATER, GALS. FINE AGG. (LBS.) (LS-OD 1 tjq.5-2— DRUM REVOLUTIONS WATER (LBS.) BATCH TIME AIR R ENTRAINMENT SAMPLE TIME /52-0 ADMIXTURE NO. 1 2710-a. ago& .L FINISH TIME ADMIXTURE NO. 2 Xr0 Ei 7 L ]�T74 960- SA101: ANDITE .. At∎tail' - . ,, ` - ; T aa `': ,.J� a, _,'' .t;. -? � `�''�''•'t�:j` ., .. � �.; • .. y,,.�� �: .•..0 .. .4.. _,...J.�: . -��.,. .-....... 1 ?. vi •'J.•• .�1'1 •.•I.: �t'.Y I'a. t. t:t[..J 1r�..i T'..: •3•l C `�' SET NU ER: � I • ��. SAMPLE LOCATION: O )ITY_ DESIGN STRENGTH SI DAYS : `: =r `TESTDATA.'. • ACTUAL SPECIFIED TEST AGE (DAYS) -7 '22)-2.2 -1 '-1F' SLUMP (ASTM C -143) 4 l 1 SPECIMEN (NOJSIZ 4 4'2: AIR CONT. (ASTM C -173IC -231) '-- DATE SAMPLED is4, 14.f L AMBIENT TEMP. °F 5-311 �'---- DATE RECEIVED SAMPLE TEMP. (ASTM C -1064) 620 —�-- CURING CONDITIONS UNIT WEIGHT (ASTM C -138) ."--- �-- HIGH/LOW TEMPERATURES YIELD (ASTM C -138) �"� ` 'Note appropriate WA m e ods M different from those IndlseMd - COMMENTS RECE.IVC'n MAR 31 1999 O )ITY_ u EVE LVPM GRA FIELD R _ ' ESENTA REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. ,Gtr FIELD / MATERIAL TEST i..._PORT ASTM: C172, C1019, C780 I . Material Report Number :10356 Inspection Type: Reinforced Concrete Location: Footings A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (425) 881- 5812 REDMOND, WA 98073 FAX: (425) 881- 5441 Job No. 98.204 Project Parkway Supercenter Address 17500 Southcenter Pkwy cc..., City Tukwila 77,,��--�� � Permit Number: DRS -03tµ} pie -0346 �J� Contractor Sierra Construction t Owner R. C. Consulting CLIENT MBK Northwest ATTN ADDRESS 7690 SW Mohawk Tualatin, OR 97062 estee was per p ans spec. oncrete was consolidated, Water added at the request of the contractor. Concrete was placed on compacted soil. Admixtures: MBAE -90 4 oz.cy; Polyheed 4 oz.cwt. Report Data Report Date: 1/12/99 Inspection Performed / Location Inspection Type: Reinforced Concrete Location: Footings Grids Healthsouth & Hobby Town. Column footings & plinths Healthsouth NE, & W sides of bldg Hobby Town NE, NW, & E sides of bldg. Remarks estee was per p ans spec. oncrete was consolidated, Water added at the request of the contractor. Concrete was placed on compacted soil. Admixtures: MBAE -90 4 oz.cy; Polyheed 4 oz.cwt. Test Strength Tested Per: Conforms YIN: Compressive Y /N: Yes ASTM C39 Cast Date: 1/12/99 Fracture Type: (If 'Other, than Cone.) Tested By: T.HaII Reviewed By: A.Hale ID # I Test Date 4691 1/19/991 4701 2/9/991 4711 2/9/991 Test Results Field Cure I Age Days (Size InchlArea Sq In' Weight Lbs'Max Load Lbs'Strength PSI I Set # 71 6x121 28.271 01 1271501 45001 11 281 6x12! 28.271 281 6x121 28.271 01 1 01 11 Copies To 1 Date Mailed: 1/29/99 Building Department Owner Contractor ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R, TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. Material Data Type of Material: Concrete Supplier: Miles S & G Plant #: 3 Job Time: 11:00:00 AM Yards placed: 15 Coarse Aggregate: 1925 Air Temperature: 46 Design (F'C) @ 28: 3500 Coarse Aggregate: Material Temperature 63 Truck Number: 41 Sand: 1270 Yield Unit Weight: Ticket Number: 446037 Fly Ash: 80 Slump Inches: 4.5 Job Mix? No Water: 17.1 g Slump Specification: Mix Number: 0640ALF Water Added: 5 g Air Percentage: Cement Type: 1 Air Entrain: Air Specification: Cement: 480 Admixture: see remarks Conformance Conforming to Plan? yes Inspector: R.L.Otto Reviewer: Explain if "No ": Test Strength Tested Per: Conforms YIN: Compressive Y /N: Yes ASTM C39 Cast Date: 1/12/99 Fracture Type: (If 'Other, than Cone.) Tested By: T.HaII Reviewed By: A.Hale ID # I Test Date 4691 1/19/991 4701 2/9/991 4711 2/9/991 Test Results Field Cure I Age Days (Size InchlArea Sq In' Weight Lbs'Max Load Lbs'Strength PSI I Set # 71 6x121 28.271 01 1271501 45001 11 281 6x12! 28.271 281 6x121 28.271 01 1 01 11 Copies To 1 Date Mailed: 1/29/99 Building Department Owner Contractor ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R, TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. •AGRA L:• ENGINEERING GLOBAL SOLUTIONS July 22, 1999 8 -91 M- 12475 -B Sabey Construction 101 Elliott Avenue E., Suite 400 Seattle, Washington 98119 -4220 Attention: Subject: .P J— ,lECE3 V�fI E, JUL ..r 2 r 1999 toy'vttA1.;\;ii LE117:1 OPME \;T, Mr. Mark Velasquez, Project Engineer Summary of UBC Special Inspection and 1. City of Tukwila Permit Nu 2. City of Tukwila Permit N International Gateway Corporate 12201 Tukwila International Boulevard Tukwila, Washington ber: MI98 -0156 Dear Mr. Velasquez: AGRA Earth 8 Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 980348918 Tel (425) 820 -4889 Fax (425) 821 -3914 als Testing Services ' ilding "B ") etaining Wall for Building "B ") uBn AGRA Earth & Environmental, Inc. (AGRA) respectfully submits this letter as our final summary of UBC special inspections and materials testing for the above - referenced project. AGRA performed inspections for this project beginning on March 4, 1999 through July 14, 1999 as requested and scheduled by representatives of Sabey Construction. Daily field reports were prepared and distributed at the time our services were provided. These reports form the basis for this final summary of our inspections. In accordance with the City approved plans and the request and authorization of Sabey Construction, AGRA performed inspections for the following: 1. Reinforcing steel inspection for the structural concrete; 2. Concrete placement inspection and testing for the structural concrete; 3. Visual and ultrasonic inspection of structural steel welds for the field welding and fabrication shop; and 4. High- strength bolting. \Kirkland main \VOLj\SHARED \WORDPROC198 Proiacte \Soattle 12000e \12475 \Summary of UBC Spa Inep,wpd • Sabey Construction July 22,1999 8 -91M- 12475 -B Page 2 In our opinion, the work which was inspected as referenced in our daily field reports was performed in general conformance with the approved plans and specifications. If you have questions or desire additional information, please call at your convenience. Sincerely, Timot Assoc' Ken S. Sahi, P.E. WABO Technical Director TRH /KSS /Iad cc: City of Tukwila Sabey Construction 1 EXPIRES 12/18/ ai Fax: 206- 241 -8223 t 1110kta mainNOL11SHAREMOROPROC108 Pro.ct/1Sutt01120001112475 3ummwy of UBC $psc Inki,w INGINIlrnNG,GLWAI $ *LUTI0N1 • AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Sufte 100 Kirkland, Washington, U.S.A. 98034-6918 Tel (425) 820-4669 Fax (425) 821 -3914 FIELD DOCUMENT TRANSMITTAL To: Sabey Construction, Inc. 101 Elliot Avenue W. Suite 400 Seattle, Washington 98119 Attn: Mark Velasquez Date: July 2, 1999 Project No.: 8 -91M- 12475 -C Project Name: International Corporate Gateway Park — Building C Project Manage Permit Enclosed for your review and records are our most recent Daily Field Reports and associated field correspondence pertaining to the above - referenced project. SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Inspection Reports 04 -08 06/21 - 06/25/99 07/02/99 cc: Nelson - Bourdages, Inc. City of Tukwila Sabey Construction Field Office 8: \W ORDPROCWIeld Document Trsnsm ittals\12000s\12475 -C.wpd Attn: Robert Bourdages Attn: Permit #D98 -0214 Attn: Mark Velasquez AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122ntl Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821 -3914 • INSPECTION REPORT PROJ TNAME Q.�,�^' F ECTNO. 2 4 / 7 - 5 - REPORT NO. �{ _free 11 A ADDRESS , PERMIT NO. �j WEATHER 5-.51 C DATE J3 PAGE(cludesTest Reports) l O st CLI T • .. . ._ • ... ... STRUCTU AL ENGIN ER Q AGRA PROJECT MANAGER -H ENO. ARCHITECT AGRA FIELD REPRESENTA E/PAGER NO. 1�, L s (jv) �j 6Lq -z90-7 9907 liIl INSPECTION ❑ RE-INSPECTION CONTRA TOR /� 1 A Cn ,— OOY"C3..il,lT�— TYPE OFINSPECTIOjN� r' iDow INSPECTION DATA Q.�,�^' s ! - e ,c_. L� G m,•._,. L -- a it . . •P•. -ai• _. _free 11 A I✓5a oa.lr v t _(A \-G-d, - r.\ -23 -lei • _L wft5 -fro cib ck. ______in.,__4„,,,,..:1_1/4 Q� 3 !A. ' C... i s. - 2.. / 15 s.._ A . _.c.- - 13 L1 1� /a V 1 i -��.r.d+t Ine st- cv�r- 1/6 U 1 /S v 1 i 1 \Dot- 4 - s - - ..e.._ • e ± . *Arm. a 1....D U- A' L- , ilo fa _ .01, A.,. ad a Al Ill • AIL ASO. 04A 1,•..414L-- 714rAlc" S IZSI___C,CtiCht.=__AggfigA ( ) il / x 9' < ..,-1,..6.,-- -.7 It , 'a, '.I &. -. -IL S'` .- . �i- �v (`, 1 - A a 11 1.1 A. - ..�.. 61 .. . -•-...rl ..A. Is (10 i\INicer" c1/4,,S. -k-kria- vu)664---c.■ A_. 'q.. -..... .r. =. Otto I► 1► I.. •• !s. .t{ A . >♦ el .11111•4P 1L■ ! . 4* a Ail ICI 5 11%9 t3•'\f:\ r A 0 416... s . 11 't Ili-- SAMPLES OBTAINED (NOJSIZE/TYPE) INSPECTION RESULTS To the best of our knowledge, all items inspected as noted above were ❑ Yes reliminary Inspection in general conformance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected - Report No. ; cfn A FIELD REP' SEN- TIVE - EVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE EN INIEVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to b rans d to a third party by any means. except In full. AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821 -3914 INSPECTION REPORT PROJECT NAME IOJECT NO. REPORT NO. ADDRESS PERMIT NO. ARCHITECT CO TRA TOR rk<IN INSPECTION I.RE•INSPECTION INSPECTION DATA VCalAk)C 4.(43\ AC\ C • �,q, IZ I-5 zZ�V1 a �s -S IA) e_rx,Sk- 4,15A l k- v.r� SAMPLES OBTAINED (NOJSIZE/TYPE) INSPECTION RESULTS To the best of our knowledge, all items inspected as noted above were in general conformance with the approved plansnd specifications. Cfl•A FIELD REPR SENTATIVE Yes No ❑ Preliminary Inspection 0 Deficiency Corrected - Report No. THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PEN AWL wG f IEW BY OUR PROJECT MANAGER IEWED BY This report is orovided solely for the information of our client. This report is not Intended to he transmitted to a third narty by any manna axranl in full OAGRA C. ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122"d Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821-3914 1 INSPECTION REPORT PROJECT NAME • rta l ar4 -' ADDRESS OJEC'r NO. 1141 12417 s —C rtAMIT NO. 1MS "28 - 0 13 Q, CLIENT STRUCTURALENGI EER WEATHER LJ REPORT NO. DATE PAGE (includes Test Reports) I 6C- AGRA PROJECT M AGE PHONE N ARCHITECT CONTRACTOR (a l AGRA FIELD REPRESENT EIPAGER NO. TYPE OF INSPECTION Li314 , INSPECTION ❑ RE•INSPECTION 'INSPECTION DATA pie--- 5,k, kc. (),„-kb.,..,.... rk-s ,i,..-f t> - ►,, 3 aixko,. - , Q./13 , . 1G kb e ti a5 f i 7%ivyA-- " L -* /10 13 k,� o"s ysl o 3o r a .",1 4 • 2- fit o�. j 1, t r� \ t •, .II wo _ . Vol._ . •. •>. • •WAIL .1 L 5\a\ &C,TrckS i - Q2 \\ \ Li AEA l�. \ar'. .. 'ms's �... .1_.a. ..- w‘ -. ...- V\ V5 Q-1.14-vv..-S . SAMPLES OBTAINED (NOJSIZE/TYPE) INSPECTION RESUL To the best of our knowledge, all items inspected as noted above were es in general conformance with the approved plans and specifications. ❑ No ❑ Preliminary Inspection ❑ Deficiency Corrected - Report No. ./► J . ELESENTATIVE � EVIEWEDBY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not Intended to be transmitted to a third party by any means, except in full, AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821-3914 INSPECTION REPORT PROJECT NAME - r..-VI i .,—nU C. . , JECTNO. q -la kin -1 2.4-7 s - C- REPORT NO. ADDRESS 12.511. PERMIT NO ►'h�RT6 - o(32, ._2 DATE L -Z3 -clef PAGE (includes Test Reports) 1 a C— Z CLIE T WEATHER �.Q�J n C� STRUCTURAL ENG EER J L • . i.- J S.► 0 , _ AGRA PROJECT MAANAG� FVPH NE N �/ �j/ � �S L. l (O 2 ARCHITECT Fr c....--t hk- t- 1- AGRA FIELD REPRESENT VEIPAGER NO. Lt L s 012.6) nG(-1 - 2_ci !;3i:;:i ,�� ,"77 TYPE OF INSPECTION � I L�}°1QEW INSPECTION 1 ❑ RE•INSPECTION INSPECTION DATA IL•.A. R ' S 1_I 1�A►�C,� ... vi A...... * i. _ .3 ..1•...J • 4. •_. 1a or Co \ • . Ike w A.2 111,1' • \ th AA • A. \ 0. A. , All / • . r -6 4, u. -k-n) ? i. 11,v-cA ---4,..4.,._ -1/4\,0., 1,..).0a,k 1 \-2.." • i . A. • r'� ‘CieNist 0 i • ' &. i 1111l' ni i. 1-, / 0 f,ty �• k A klV . _ . ♦ . • li ,1 . _ ve ■I II . //c �, t. + -.40 A. '+ � . A41Pt► ,�_ . '. r. . ♦ u !. A. J A.. . • id.s.k..s t.,)(,-ci iv, -4...6- 1,,,,,fa i ItA,...t... ... ALA. A_ 47.6 ' • • ` L)/ /- y r A .lw _ �. .� . !7 I ,. Vt. \: D . _ , e.. 6 w.,.• 0. AAA. AL .. _ .• - _ L , • ...1... .,. A -AM . SAMPLES OBTAINED (NOJSIZEITYPE) (L) Lx i2- is INSPECTION RESULT To the best of our knowledge, all items inspected as noted above were es El Preliminary Inspection in general conformance with the approved plans and specifications. O No 0 Deficiency Corrected — Report No. AGRA FIELD - EPRESENTATIVE R .VIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDIN IEW BY OUR PROJECT MANAGER Thic rennrt is nrnviriari cnlaly for tha infnrmation of our client. This report is not Intended to be transmitted to a third party by any means. exceot in full. AG RA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122n° Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 t INSPECTION REPORT PROJECT NAME V .� NTe e^/A ?/o v#9L /4-7ELd'A y P/J�/G PROJEC NO. (I-9/m. /2 1,17.5 =- C_ REPORT NO. ' e? 1 c mil,_ LJ ADDRESS /2-4/2-1 Pa e-4kc htuty s, -rukivicA PERMIT NO. 09e1 - 1000 DATE ‘— a9s~--99 CLIENT SA6E r c-4 4 c WEATHER o„ Flees- AGRA PROJECT MANAGER/PHONE NO, k E'n! s /- <<./Z RGRAFIELDREPgEN ^ iAGERNO. PAGE (Includes Test ports) I (2"'. s) 39 o -1/G ‘ N l/ 9 STRUCTURAL ENGINEER /' 1 aLSOA ICCa la e ARCHITECT �/ Q / 44' ' V� I/O i�/�C�( 4/�Jrj' /� acr CONTRACTOR S6 Ey �� /. f,� TYPE OF INSPECTION ecJ�kS 0 RE -INSPECTION INSPECTION DATA:. ;. • AEE `/fie se 907 ( uld .ee( 11b RD coo S•ZE--e— f -e, -pe1,7 Zuf' @ 3,A-re-Al 7" /c Al / !/Q,LL.II 1 c mil,_ LJ Sr Not 4 btf Vect / .-- / �.s re- L ,, S!// Ofei.,5 C L3. cici f ,, s, 4-,--thed, �4 a-7...__4tea , y , 4,„,et QCf o., 19c4i,ery fa--e cl JrAve. Zza .S22,0e / la. _AA LA 0r cpA o le- ca4 !S 4(7( . -7?Z ii-egtartcf Soirs-it-cfr 0 ()Lot iro A�X �I i at : — 60 Dew A")— Co c.r1C ar/ oy- A 9r f rCQ W I'I041f Gai C.,y'.l�Ld. SAMPLES OBTAINED (NO. /SIZE/TYPE) INSPECTION RESULTS To the best of our knowledge, all items inspected as noted above were ❑ Preliminary in general conformance with the approved plans and specifications, ❑ No ❑ Deficiency Inspection Corrected - Report No. AGRA IELD RERRESENTA Va► dr,Aigh THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING - This resort is arovided solely for the information of our client. This report is not intended to be transmitte• o a third party by any means, except In full, WED BY EW BY OUR PROJECT MANAGER �►AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Kirkland, Washington, USA. 980344918 Tel (425) 820.4869 Fax (425) 821 -3914 To: Sabey Construction, Inc. 101 Elliot Avenue W. Suite 400 Seattle, Washington 98119 Attn: Mark Velasquez r. FIELD DOCUMENT TRANSMITTAL Date: July 2, 1999 Project No.: 8 -91M- 12475 -0 Project Name: International Corporate Gateway Park — Building A Project Manager. Permit N Enclosed for your review and records are our most recent Daily Field Reports and associ = = • ield correspondence pertaining to the above - referenced project. SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Laboratory Report Set 17 06/24/99 07/02/99 CC: Nelson - Bourdages, Inc. City of Tukwila Sabey Construction Field Office S:IWORDPROCWNld Document Tmnsmlttak112000s1124760.wpd Attn: Robert Bourdages Attn: Permit #D98 -0214 Attn: Mark Velasquez AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: MARK VELASQUEZ Specimen Type: CONCRETE ASTM -C39 Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034.6918 Tel (425) 820 -4669 Fax (425) 821 -3914 June 24, 1999 8 -91 M- 12475 -0 INTERNATIONAL GATEWAY PARK 12421- PACIFIC HIGHWAY SOUTH Mi -98 -0109 KEN SARI Mix and Field Data Cast Date: 4/22/99 Contractor: Placement: 4" TOPPING SLAB ON TOP OF CORE PLANK AND LINES 2 /C. Strength (t'c): Required : 4000 psi © 28 Days Inspector: CHARLES EDGEWORTH Mix ID: 4853 Supplier: STONEWAY Load #: Truck #: 301 Ticket #: 701932 Plant #: Batch Size: 12 YDS Water: 12 GAL Admixture: - Time Batch Time: Sample Time: 7:45 Finish Time: Slump (Inches) ASTM C -143: Air Content ( %) ASTM C -231: Unit Weight (pct) ASTM C -138: Concrete Temp. ( °F): Adolf 4.5" 5.40 56 Ambient Tamp. ( °F): 47 Weather: OVERCAST Specs, 4 " ±1 5.5±1.5 N/A 50 -90 N/A 7 :12 Remarks: *A 56 -DAY BREAK WILL BE PERFORMED ON SAMPLE 'D'" REFERENCE REPORT 19, SET 17. Test Result Spec ID # ID 3398 A B C D Date Age Date Roc'd Tested (days) 4/23/99 4/29/99 7 4/23/99 5/20/99 28 4/23/99 5/20/99 28 4/23/99 56 Nominal Specimen Size 6x12x0 6x12x0 6x12x0 Actual Area (sq in) 28.37 28.37 28.37 Compressive (lbs) 66970 106390 110180 Break Types -- (Cn) Cone, (CSp) Cone -Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Client: Yes File: Yes Producer: Yes Others: Strength Brk. Type/ % of (psi) Cure Req'd 2360 3750 3880 59% 94% 97% •AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Kirkland, Washington, U.S.A. 98034.6918 Tel (425) 8204889 Fax (425) 821-3914 FIELD DOCUMENT TRANSMITTAL To: Sabey Construction, Inc. 101 Elliot Avenue W. Suite 400 Seattle, Washington 98119 Attn: Mark Velasquez Date: July 9, 1999 Project No.: 8 -91 M- 12475 -C Project Name: International Corporate Gateway Park — Building C Project Manager: Ken Sahi Permit N Enclosed for your review and records are our most recent Daily Field Reports and associat - d correspondence pertaining to the above - referenced project. SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Inspection Reports Laboratory Reports 09 Sets 1 -5 07/01/99 06/01- 06/23/99 07/09/99 07/09/99 cc: Nelson - Bourdages, Inc. City of Tukwila 8:1WORDPROC1FINd Document Trr mitta1s112000s112475.C,wpd Attn: Robert Bourdages Attn: Permit #D98 -0214 AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821-3914 INSPECTION REPORT PROJECT NAME TI 7E .1/_4 -7-A,„4,1-1_ 4,4 re c,/� PROJECT NO. REPORT NO. ADDRESS /242/ //z ca` f/t.Ary s. 7-zi ew /10 PERMIT NO. DATE 7--/- 9 9 CLIENT .S• 46E7 Gtr e WEATHER e �i4 44 PAGE (Includes Test Reports) I 2• STRUCTURAL ENGINEER AGRA PROJECT MANAc ER/PHONE NO. k &J soli / - 142 ego -WI? £'i /y ARCHITECT AGRA FIELD REPRESENTATIVE/PAGER NO. .50771/ CONTRACTOR s/3 e- - y /tic TYPE OF INSPECTION J I yNEW INSPECTION ,% /LJJ RE•INSPECTION INSPECTION DATA A EE R�rart2 j Se i q ,1I per- � tuyectin, C4 ..vET�'MTitcd veut�C t /ol //( � ev e4 l C'i we a i Sr w4..et '7 / $4 Sect 4, 4 32/ o 32L! 774.4_ c% r,n 4,4 c"►- R&s 1 5.,,j .....4- si._, 06171i, /ctaI. ...--t � )" ' itt3 - f gym+ cOar, 1.1a 4? 'N4 c a.,-,,frLL.3 cJ Abdotweet A-6u2, A sa oise-t , LL /.S rg.ia c T' `/OMB - (11A Dcyt 4-011 7Z / '7 /i/ fr n, txyj<<rv� MI g 9 nAgit 6Lid 1 4 ,L4 1 r [kt /c_ ccs ` • �. ,I I �O S / -.( „ aL_ ♦ _ 1 ,3 . i, (, 1� -0 ICf 10 n / @ Arra Sal fie cq-- 3 2-01 -ft (04SQ ci# K(Ovr Qwt.d Or �ws .,. ; , i : • ' . - .�c,�o� L._ qW?... f, , Ce 0_ t .-Yt cer ..t ,,nti A c "`�Q im .a - hAan 1cZ, bc;,4CcJ -T,k- " f ' #— / / c • I i SAMPLES OBTAINED (NOJSIZElTYPE) INSPECTION RESULTS To the best of our knowledge, all items inspected as noted above were y Yes ❑ Preliminary Inspection in general conformance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected — Report No. AGRA FIELD REPRESENTATIV REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANG ND G REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. (c) LjAGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122 "d Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821-3914 TLST REPORT NCRET 9 GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE ASTM ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 C -140 PROJECT NAME . "A/'7E24'9 7; ,,el / ATE -C(/ 91 6y/ �Q �j A CI4t biz", 7(�1 tea,,,N / PROJECT NO. REPORT NO. --9/.4.01 CEMENT (LBS.) 7 PAGE (Includes Inspection Report) Z OF Z, ADDRESS {� / p(`/a i/` CLIENT Si96 y `He DATE - 7-/ -99 FIELD DATA BATCH . DATA SUPPLIER C..i+D/Hoi 4 e TYPE OF CEMENT Sett L. S)- 3 2-° n DESIGN STRENGTH MIX NUMBER 305/1/3 WEIGHTS PERYARD p ACTUAL DESIGN TICKET NUMBER 9 y6 9 CEMENT (LBS.) 7 4430 SPECIMEN (NOJSIZE/TYPE) TRUCK NUMBER . /3 0 FLY ASH (LBS.) r / 3 SS ° / q (QO DATE SAMPLED BATCH SIZE, YD3 9 COARSE AGG. (LBS.) 3/0 TOTAL PLACED t f OF 4( YDS3 COARSE AGG. (LBS.) fit% COARSE AGG. (LBS.) 3535 HIGH /LOW TEMPERATURES WATER ADDED, GALS. /( /cc -AZ- ALLOWABLE WATER, GALS. FINE AGG. (LBS.) , 1 16 83-44 'Note appropriate test methods if different from those indicated DRUM REVOLUTIONS WATER (LBS.) /,/zo 8ti0 •Ilb BATCH TIME ‘;a5/ 9/11 AIR ENTRAINMENT ,,2a' 0.2- SAMPLE TIME 7 ,' 40 ADMIXTURE NO. 1 %IIF t.iJ,4), 3 Ci2 49E- FINISH TIME .7 Sc-- ADMIXTURE NO. 2 SAMPLE AND TEST DATA / SET NUMBER: X is r5�� r! SAMPLE LOCATION: ,�ETE'�c/T/o'✓ owl r ' tP Si Ot Cc, 0 $ Sett L. S)- 3 2-° n DESIGN STRENGTH 4Soo PSI ©,Z8 DAYS *TEST DATA " - ACTUAL SPECIFIED TEST AGE (DAYS) 7, 26,1 8, / SLUMP (ASTM C -143) 3 fry T t/ a SPECIMEN (NOJSIZE/TYPE) 4 .- �k /Z) C '% —/' 9 9 AIR CONT. (ASTM C -173/C -231) AMBIENT TEMP. °F 50 --ID P DATE SAMPLED DATE RECEIVED SAMPLE TEMP. (ASTM C -1064) UNIT WEIGHT (ASTM C -138) e Q 0 F CURING CONDITIONS HIGH /LOW TEMPERATURES YIELD (ASTM C -138) 'Note appropriate test methods if different from those indicated COMMENTS • AGRA FIELD REPRESE TIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SPRINT TELECOMMUNICATIONS 4683 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94588 Attn: BARRY JAEGAR Specimen Type: CONCRETE ASTM -C39 Report Date: June 30, 1999 Project #: 8 -91 M- 12475 -C Project Name: INTERNATIONALGATEWAY CORP Project Address: 12421 PACIFIC HIGHWAY SOUTH AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 980348918 Tel (425) 820 -4689 Fax (425) 821 -3914 Project Mgr: KEN SAHI Architect: Engineer: PO Number: Mix and Field Data Cast Date: 6/1/99 Contractor: Placement: BUILDING B TRASH COMPACTER WALL AND BUILDING C FOOTINGS ON 7 LINE FROM A TO C AND ON B LINE FROM 4 TO 8. Strength (rc): Required : 4000 psi 28 Days Mix ID: 313 Supplier: CADMAN Load #: Truck #: 146 Ticket #: 345143 Plant #: - Batch Size: 10 YARDS Water: 10 GAL Admixture: - Time Batch Time: Sample Time: 15:30 Finish Time: Inspector: WILLIAM SANDES Slump (inches) ASTM C -143: Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -131: Concrete Temp. ( °F): Actual 4.75" 4.80 69 Ambient Temp. ( °F): 67 Weather: MOSTLY CLOUDY Specs, 5" 5 t1.5 N/A 50-90 N/A 14:58 Remarks: CONCRETE PLACED VIA PUMP AND MECHANICALLY CONSOLIDATED. REFERENCE REPORT 1, SET 1. Test Result Spec ID # ID 3704 A B C D Date Age Date Rec'd Tested (days) 6/2/99 6/8/99 7 6/2/99 6/29/99 28 6/2/99 6/29/99 28 6/2/99 Nominal Specimen Size 6x12x0 6x12x0 6x12x0 Actual Area Compressive Strength Brk. Type/ % of (sq in) (!bs) (psg Cure Req'd 28.28 126860 4490 CSH 112% 28.28 167110 5910 CSP 148% 28.28 163850 5790 CSH 145% HOLD Break Types — (Cn) Cone, (CSp) Cone .Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Client: Yes File: Yes Producer: Yes Others: AG RA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SPRINT TELECOMMUNICATIONS 4683 CHABOT DRIVE, SUITE 100 PLEASANTON, CA 94588 Attn: BARRY JAEGAR Specimen Type: CONCRETE ASTN4C39 Report Date: June 30, 1999 Project #: 8-91 M- 12475 -C Project Name: INTERNATIONALGATEWAY CORP Project Address: 12421 PACIFIC HIGHWAY SOUTH AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034.8918 Tel (425) 820.4869 Fax (425) 821-3914 Project Mgr: KEN SAHI Architect: Engineer: PO Number: Mix and Field Data Cast Date: 6/1/99 Placement: FOOTINGS Strength (f c): Required : Mix ID: 363 Supplier: CADMAN Load #: - Truck #: 130 Ticket #: 345143 Plant #: - Batch Size: 9YDS Water: 10 GAL Admixture: - Time 4000 psi @ 28 Days Contractor: Inspector: WILLIAM SANDES Slump (inches) ASTM C -143: Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ( °F): Actual Soescs, 5" 5" 4.20 5 ±1.5 N/A 70 50-90 Ambient Temp. ( °F): 67 N/A Weather: MOSTLY CLOUDY Batch Time: 16:38 Remarks: REFERENCE REPORT 1, SET 2. Sample Time: 17:00 Finish Time: Test Result Spec ID # ID Date Age Date Rec'd Tested (days) 3705 A 6/2/99 6/8/99 7 13 6/2/99 6/29/99 28 C 6/2/99 6/29/99 28 D 6/2/99 Nominal Specimen Size 6x12x0 6x12x0 6x12x0 Actual Area Compress/ve Strength Brk, Type/ % of (W In) (Ibs) (psi Cure Raq'd 28.28 137950 4880 CSH 122% 28,28 179780 6360 CSP 159% 28,28 184010 6510 CSH 163% HOLD Break Types -- (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Client: Yes File: Yes Producer: Yes Others: AG RA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: KIRKLAND GATEWAY 520 KIRKLAND WAY, SUITE 400 KIRKLAND, WA 98034 Attn: KEN DAVIDSON Specimen Type: CONCRETE ASTM -C39 Report Date: Project #: Project Name: Project Address: AORA Earth 8 Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 980344918 Tel (425) 820-4889 Fax (425) 821-3914 July 1, 1999 8-91 M- 12475 -C INTERNATIONALGATEWAY CORP 12421 PACIFIC HIGHWAY SOUTH Project Mgr: KEN SAHI Architect: Engineer: PO Number: Mix and Field Data Cast Date: 8/22/99 Placement: NORTH END OF DETENTION VAULT SLAB. Strength (f c): Required : 4000 psi 62 28 Days Mix ID: 4852 Supplier: STONEWAY Load #: Truck #: 411 Ticket #: 713034 Plant #: Batch Size: 10 YDS Water: Admixture: Time Batch Time: 8:20 Sample Time: 9:00 Finish Time: 9:15 Contractor: Inspector: LISA ROSS Slump (inches) ASTM C -143: Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -131: Concrete Temp. ( °F): Actual 4.75" 86 Soec& 4t1" N/A N/A 50-90 Ambient Temp. ( °F): 56 N/A Weather: 55 CLOUDY / LIGHT RAIN Remarks: REFERENCE REPORT #5, SET 3. Test Result Spec ID # ID 3838 A B C D Date Recd 6/23/99 6/23/99 6/23/99 6/23/99 Date Age Tested (days) 6/30/99 7 6x12x0 28 28 Nominal Specimen Size Actual Area (sq in) Compressive Ps) 28.28 93580 Break Types — (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Client: Yes File: Yes Producer: Yes Others: Strength Brk. Type/ % of (psq Cure Req'd 3310 CSH 83% HOLD AG RA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: KIRKLAND GATEWAY 520 KIRKLAND WAY, SUITE 400 KIRKLAND, WA 98034 Attn: KEN DAVIDSON Specimen Type: CONCRETE ASTIN -C3 Report Date: Project #: Protect Name: Project Address: AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034 -8918 Tel (425) 8204869 Fax (425) 821 -3914 Jury 1, 1999 8-91 M- 12475 -C INTERNATIONALGATEWAY CORP 12421 PACIFIC HIGHWAY SOUTH Project Mgr: KEN SARI Architect: Engineer: PO Number: Mix and Field Data Cast Date: 6/22/99 Placement: SOUTH END OF DETENSION VAULT SLAB. Strength (Pc): Required : 4000 psi 28 Days Mix ID: 4852 Supplier: STONEWAY Load #: Truck #: 305 Ticket #: 713102 Plant #: Batch Size: 13 YDS Water: 13 GAL Admixture: Time Batch Time: Sample Time: Finish Time: 9:50 10:30 10:45 Contractor: Inspector: LISA ROSS Actual Slump (inches) ASTM C -143: 4" Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. (°F): 70 Specs. 4t1" N/A N/A 50-90 Ambient Temp. ( °F): 55 N/A Weather: 55 CLOUDY / LIGHT RAIN Remarks: REFERENCE REPORT #5, SET 4. Test Result Spec ID # ID 3837 A B C D Date Rec'd 6/23/99 6/23/99 6/23/99 6/23/99 Date Age Tested (days) 6/30/99 7 6x124 28 28 Nominal Specimen Size Actual Area Iw in) 28.28 Compressive (1d+1 95980 Break Types — (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Client: Yes File: Yes Producer: Yes Others: Strength Brk. Type/ % of (psq Cure Rsq'd 3390 SH 85% HOLD �j AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: KIRKLAND GATEWAY 520 KIRKLAND WAY, SUITE 400 KIRKLAND, WA 98034 Attn: KEN DAVIDSON Specimen Type: CONCRETE ASTM -C39 AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034.8918 Tel (425) 820-4869 Fax (425) 821 -3914 Report Date: July 1, 1999 Project #: 8.91 M- 12475 -C Project Name: INTERNATIONALGATEWAY CORP Project Address: 12421 PACIFIC HIGHWAY SOUTH Project Mgr: KEN SAHI Architect: Engineer: PO Number: Mix and Field Data Cast Date: 6/23/99 Placement: MIDDLE OF WALL ON B LINE FROM 1 TO 4. Strength (rc): Required : 4000 psi 28 Days Mix ID: 4852 Supplier: STONEWAY Load #: - Truck #: 303 Ticket #: 713240 Plant #: - Batch Size: 12 YDS Water: 10 GAL Admixture: - Time Batch Time: Sample Time: Finish Time: 7:30 8:15 8:30 Contractor: Inspector: LISA ROSS Slump (inches) ASTM C -143: Air Content ( %) ASTM C -231: Unit Weight (pcq ASTM C -1311: Concrete Temp. (•F): Actual 5" 88 Ambient Temp. (•F): 60 Weather: 60 CLOUDY AltreL 4111" N/A N/A 50-90 N/A Remarks: CONCRETE PLACED BY PUMP AND MECHANICALLY VIBRATED. REFERENCE REPORT #7, SET 5. Test Result ID # 3844 Spec ID Date Recd A 6/24/99 B 6/24/99 C 6/24/99 D 6/24/99 Date Age Nominal Tested (days) Specimen Size 6/30/99 7 8x12x0 28 28 Actual Area Compressive Strength Brk. Type/ % of (p10 Cure Req'd (sq in) Obis) 28.28 125540 4440 CSH 111% Break Types — (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Client: Yes File: Yes Producer: Yea Others: HOLD ("AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Kirkland, Washington, U.S.A. 98034 -8918 Tel (425) 820 -4889 Fax (425) 821-3914 1' FIELD DOCUMENT TRANSMITTAL To: Sabey Construction, Inc. 101 Elliot Avenue W. Suite 400 Seattle, Washington 98119 Attn: Mark Velasquez' ECEW ED JUL 2.0 1999 COt. „AMUNIT it DEVELOPMENT. Date: July 16, 1999 Project No.: 8-91M-12475-C Project Name: International Corporate Gateway Park — Building C Project Manager: K. him Permit I MI98 -0156 Enclosed for your review and records are our most recent Daily Field Reports and associated field correspondence pertaining to the above - referenced project. SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Inspection Reports Laboratory Reports V -3 - V -6 Sets 3, 6 06/28- 07/08/99 07/08- 07/09/99 07/16/99 07/16/99 cc: Nelson - Bourdages, Inc. City of Tukwila Sabey Construction Field Office Attn: Robert Bourdages: Attn: Permit #D98 -0214 Attn: Mark Velasquez • 6.AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 96034 Fax (425) 821 -3914 INSPECTION REPORT PROJECT NAME Sri7e 44 `r/oAi/rt 4..g -16 I vRY/0 itB PROJECT NO -q/,� - /,/A—(7/ REPORT NO. 1 _ V 9.3 ADDRESS /c, 4 / O4 4� thy s-: PERMIT e - t' ,s 6 DATE 6 - 28 - 99 CLIENT A & y Iii c, WEATHER /J((�� cLo ly, . PAGE (Includes Test Reports) 1 2 STRUCTURAL ENGINEER AGRA PROJECT MANA R/PHONE NO. le. Ew SAN/ C4 2SD' `aoQa-WO ARCHITECT AGRA FIELD REPRESENTATIVE/PAGER NO. $47A/AP3 S,M/6# p' • TYPE OF INSPECTION / SINEW INSPECTION �/ ❑ RE-INSPECTION CONTRACTOR SA � 1 " ` ' c INSPECTION DATA r. / L»o r), 41.0$ CI .2)5-Tf-"J/ '770 A/ t/ ii Al 11/E-S7Z S'I44 Lace-1--e q'V _ — . all s1-- 4 erC) ci 7'"" 3 ( ■ ' SQ Jai/ 416 -w re e. Waal- S. - . [.L q "ICL cbo'l to .-w N • ! .. .' i 11.1 SIa g ...ra: A _ _ Q _� C .. i ' '. • s I.• l, � �/IS -D � �j L Ala_ ip'c) l e . • • Ca. r _ i Q Q1 L Q� '� y4)61 4 �(i c)1et�e lAi tTj /lti i •aa 4-34/S7413 e- 4/S016 Psl (A1a.0 ,4(ad �,', l.v a4'"rk . . 4 0%01 L r ► . ' 118_______CeA_MiliA A IAA t . "WAD / G q 7 r A 4 1 - 4 4 ! - . - C 6 iv; I R. U'7:1.i T /o,uJ, -7k:,..,,,- 1- . •:ti. 4 -., e.t.a/ , , .1^ 4 - -∎ �)1«j c Li g/ iay- -re ii l ' Q, -Eq SAMPLES OBTAINED (NOJSIZE/TYPE) — 4 12 INSPECTION RESULTS To the best of our knowledge, all items inspected as noted above were in general conformance with the approved pl s and specifications. '`Yes ,❑ No ❑ Preliminary Inspection ❑ Deficiency Corrected – Report No. 1 I } AGRA FIELD REPRES TATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE REVIEW BY OUR PROJECT MANAGER 4AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122n0 Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821-3914 TEST REPORT CONCRETE ASTM C -39 GROUT STM C -1019 MORTAR (TYPE ) CMU (TYPE ASTM ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 C -140 PROJEZ'T 1AME Z!v 7.6-4 NA 17ONAt .i A-7z"(JIf PROJECT NO. 4 ^/ 7 ld ADDRESS / 2.4,/ow t 4 L they s•": -7-0,k wilt jEPORT NO. V 3 PAGE (Includes Inspection Report) 2. OF 2 CLIENT SAB6-'7 e° // ) et lw 4. DATE c ~a8- ?? FIELD DATA F BATCH DATA SUPPLIER e00.. W4PA TYPE OF CEMENT • ACTUAL U MIX NUMBER /47g WEIGHTS PER YARD ACTUAL DESIGN TICKET NUMBER 8,53 9 CEMENT (LBS.) L/1/20 TRUCK NUMBER 141 4 FLY ASH (LBS.) 1! / & 44-S- � 6b7 BATCH SIZE, YD3 9 /6, COARSE AGG. (LBS.) 3/y 1 41 Z QS -/: TOTAL PLACED 9 OF '� _YDS3 COARSE AGG. (LBS.) 3�e 35 7a # WATER ADDED, GALS. /- COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) Q 2 /So DRUM REVOLUTIONS (---- WATER (LBS.) (OM 28 4'2 BATCH TIME ' 1 e AIR ENTRAINMENT SAMPLE TIME 3 } S O ADMIXTURE NO. 1 Al R ivea ADMIXTURE NO. 2 337 dZ FINISH TIME 4 ; °S. SAMPLE AND TEST DATA SET NUMBER: 1-e;72, I SAMPLE LOCATION: DESIGN STRENGTH (• /c3:' PSI ® ' DAYS `TEST DATA ACTUAL U SPECIFIED TEST AGE (DAYS) 7 2 8, 28., # SLUMP (ASTM C -143) S. 34 e SPECIMEN (NOJSIZE,TYPE) 4 _%6'44 1j) AIR CONT. (ASTM C -173/0 -231) DATE SAMPLED 4' - 2 8 - 59 AMBIENT TEMP. °F 6b7 DATE RECEIVED SAMPLE TEMP. (ASTM C -1064) -/: CURING CONDITIONS UNIT WEIGHT (ASTM C -138) HIGH /LOW TEMPERATURES YIELD (ASTM C -138) 'Note appropriate test methods it different from tho ndicsted AGRA FIELD REPR ENTATIV REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHAN t E P NDING REVIEW BY OUR PROJECT MANAGER AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122”" Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821.3914 a5-4 INSPECTION REPORT PROJECT NAME .Z"'/ TE,QNA %CA/dge_ G% 7e 4'df PROJECT NO e- 9/07 - V e/7.s -_ eh PERMIT NO. REPORTvii._ DATE e� _ 9 q ADDRESS / � 1/ / RQ G'; t Hay. /+ Tt i k ,, g w7T 1. J 1. W L i1 CLIENT ` WEATHER etati PAGE (Includes Reports) ey- a -4/a7 STRUCTURAL ENGINEER AGRA PROJECT MANAGER/PHONE NO. ICE„/ SAN/ - (42 ARCHITECT / AGRA FIELD REPRESENTATIVE/PAGER NO. S g- r,+ /rl, Z./ 1// A CONTRACTORl�1r� v � ,,��jj / ` • TYPE OF INSPECTION 1rNEW INSPECTION ee/e ❑ RE-INSPECTION INSPECTION DATA E-5 E-5 pe -62. to Si /.¢ ei DD CiAS) IQ- i C, `7 C F a4-0414111- h //h ("hi Li c C-42-C244 1 11.+ q a)0(.., U ,a li,z .0 ; 7 ,,u .ev ireia&gl_azit ke, a,ti a f/i liv. ' o --01i / 2) = el' W tqr d-rvi -6h, rr_A Laec2ge Ll i ` ili wo /S.(2, A ;to @ `-2, 6.7.6- ✓7)orI -7( Val-al /of/ T 1 c!t Vest Q4 Li 4se,0 Ps/ (ic LL( I cere.4 arch -te c, 66' t 99' q s. u'A - o, .. 1r b ..-o. 14 " cti--Q. Ali*. I D # lis /cr3 4_ G. c,l Po-eli /Nil l t, 4 0 2 . . # .. .1 1._ , ! f ''r . boo© Psi L _ 4- 7(/ /o q. waA ,„e_ Cc, 7 dz (on►i'aioZ to ee'eudla. e/ 131 Jo- ''- ..�t,�O. Wodlr�+ : -'- 1 . • n:, �� - = /)1 7( a 1 . J- 1 , - . , - : , .__ F S 1 Cet.c.tc,litT4 vii ulet-01. -ramie_ 4 • T�f )14 4 a cw erete. 04,4 bow q •/ ea..f 844 ') .4,,. w 4‘ rYM „4of Rt-,L ."tAH1 -rt_- Taut/ SAMPLES OBTAINED (NOJSIZElTYPE) INSPECTION RESULTS To the best of our knowledge, all items inspected as noted above were in general conformance with the approved plans and specifications. ts`Yes ❑ No ❑ Preliminary Inspection ❑ Deficiency Corrected - Report No. AGRA FIELD REPRESENT THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE REVIEWED BY REVIEW BY OUR PROJECT MANAGER AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122 ^d Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 TEST REPORT ONCRETE ASTM C -39 GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE ASTM ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 C -140 P rit /1-63e /1/4-TIo/v9r--- ht tEW Ay PROJECT N . ,., o . / ZofA -' r. G ADDRESS / 'J z Ci / QQ 4.1 /Jtd7, �. !_ T � �J / REPORT NO. s // ' VL.Iir TRUCK NUMBER PAGE linctudes Inspection Repont w OF 3 CLIENT _cog 06� I�/ �/t/ DATE y n FIELD DATA ' BATCH DATA SUPPLIER CgDmo /me TYPE OF CEMENT MIX NUMBER 3 L/ S )U3 WEIGHTS PERYARD /O ,, ACTUAL DESIGN TICKET NUMBER 5 q3 CEMENT (LBS.) / 4/890 TRUCK NUMBER 2. 44 FLY ASH (LBS.) y COARSE AGG. (LBS.) 31y /G.S.CreD# 15 8 8s BATCH SIZE, YD3 10 TOTAL PLACED i o OFYDS3 COARSE AGG. (LBS.) 8 LiQ3,, WATER ADDED, GALS. n(p.yt.,R, COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. - FINE AGG, (LBS,) e, o WATER (LBS.) AIR ENTRAINMENT 150 20 1 704 3 pZ DRUM REVOLUTIONS l BATCH TIME . !.53 ]*J SAMPLE TIME 3!30 ADMIXTURE NO. 1 pip L N rg ADMIXTURE NO. 2 v`` 3 82 v Z FINISH TIME 3 :445 SAMPLE AND TEST DATA : SET NUMBER:, . a. SAMPLE LOCATION: 1/ ' d t 50 ,t i� V&141 f (,(%QJo. arm (' / f 79 4.4c34 oyst- DESIGN STRENGTH LISA PSI @ 2.8 DAYS 7, 2 • j 2 4 1 'TEST DATA SLUMP (ASTM C -143) ACTUAL 31/y SPECIFIED 4 // TEST AGE (DAYS) SPECIMEN (NO./SIZE/TYPE) L{ _toil ilj AIR CONT. (ASTM C -173/C -231) S DATE SAMPLED 4'..9- 9 9 AMBIENT TEMP °F 169vF DATE RECEIVED SAMPLE TEMP. (ASTM C -1064) -7,01 , CURING CONDITIONS UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) *Note appropriate tent methods if different 'from those Indicated ;x . ,,,;, COMMENTS L AGRA FIELD EPRESEN IVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report Is not intended to be transmitted to a third party by any means, except In full, without written permission of AGRA Earth and Environmental, Inc, AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 TEST REPORT (OT ST 39 GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE ASTM ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 C -140 PROJECTNAME �N xAmt7. /4 Q a:1070.-aril G/`/�/T '``�` PROJECTNO. 0 - /�/e ' i7s - 4r "7� �/ G• v ADDRESS REPORT NO. `'r& PAGE (includes Ins Inspection Report) Q ot/�/ P4 et- r 5 ruK ' a Y DATE SAMPLED CLIENT SAO et DATE 9 9 FIELD DATA BATCH DATA SUPPLIER , #2,09,7g hit 74/0 qg 8 9 4F 4' TYPE OF CEMENT WEIGHTS PERYARD / Q CEMENT (LBS.) ACTUAL (0 000 tfr DESIGN MIX NUMBER TICKET NUMBER TRUCK NUMBER 2 2./ FLY ASH (LBS.) I/ 1 O OS SPECIMEN (NOJSIZEITYPE) BATCH SIZE, YD3 ) b COARSE AGG. (LBS.) 3/90 COARSE AGG. (LBS.) 3/g COARSE AGG. (LBS.) 1 5 g8 L{ 020 DATE SAMPLED TOTAL PLACED J 0 OF D YDS3 WATER ADDED, GALS. Al c,*-ri -Q_ ALLOWABLE WATER, GALS. �/ FINE AGG. (LBS.) O. ' WATER (LBS.) 11 sg4) 1911e DRUM REVOLUTIONS BATCH TIME a 11 b C) ENTRAINMENT I 0 ..-- SAMPLE TIME 1-i- !I° ADMIXTURE NO. 1 /Y) 00 e4 She CZ-- FINISH TIME 4 1 2.S ADMIXTURE NO. 2 j9QW R a,,a €._ SAMPLE AND TEST DATA SET NUMBER: r �� }}. e`! SAMPLE LOCATION: CO L/PPee 70/1 aeY11Ua �- a(4. 1 t101r1 ✓ati-e - wait Q, 4 64,�,n 8 a °t!-t en4 DESIGN STRENGTH 6000 PSI @ de DAYS 'TEST DATA ACTUAL L/ SPECIFIED TEST AGE (DAYS) 7 ZS Z4 /1 SLUMP (ASTM C -143) 6 34 7 II SPECIMEN (NOJSIZEITYPE) Li — I( /.k / Z.) AIR CONT. (ASTM C -173/C -231) T DATE SAMPLED 6 ,- -.99 AMBIENT TEMP. °F 6"9"F DATE RECEIVED SAMPLE TEMP. (ASTM C -1064) 741°F CURING CONDITIONS UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) Not appropriate teat methods If dif.rent froin.thoi. truncated'. t, `r COMMENTS AGRA FIELD R PRESENTAIIAVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. •AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821 -3914 INSPECTION REPORT PROJECTNAME C P PROJECT NO. R REPORT NO,., r ADDRESS [/ / P CLIENT W WEATHER P PAGE (Includes Test Reports) STRUCTURAL ENGI EER A AGRA PROJECT MANAGER/PHONE NO. X6.44 Sr.!.. • 5/d.S`" -P.?O- y ylre-R ARCHITECT A '.7.Ctl,•41 .— yr- - CONTRACTOR / T TYPE OF INSPECTION EW INSPECTION INSPECTION DATA / /4l /G/� F//Wit C OA Sr of /�1.0 Sle. /u/ :ePS�..tw / ss� / et7ACie. 7@ � 4:e./...., . � t� /4.r/04,. to‹.) . � S J /cp., . p.t, r ,ife.c) Q /11' i -i - •-- ei/s.l cC4 v•� 6 .//T c'e �wJ Tia.� ; , C, /z ! G✓t> /I, .see.�7e-c /i, .✓ 6 co.,,t/ ,e filLeti /p/c" -1 mss- /r,,+/, - v • L _ / 171 7 e.,-.71- /Tr / -f _' A�K 1, 6.4/P..• * A c-< 4p 1/4d1.2' I ",I T *Q / rte. i /.1.+ S !4✓7S SCC --p 7r ti /C "t,✓...- /2 / O/ -'c ex- ,r.ti.lL ft ✓z4 ,422_� �v� ,�[i�' ced .,...-- "4"2-__L±), 3 s` tom. 7 z 4 4/e ..1 4-e 4 d c_i%3wfGe,,,!/ ,Q/c, _ 9,y,v-t. - 0 ,,- d -i, 4/5 `Uv r t ,' /‘/e, -4 . 1 C. I/'' C_ ! SS . /f ti / i.. tom.[, 4 /14/ 1s r' �• 3 f Zi...-4ri_ d �Qi/U ( 6,k, 1 //s 4S i( Gt/c� ✓h s c c a //O 1.i_. Gv, ' 47/ �� /,Grin/ Cvc` °S r..0 p,�� ��,5, SAMPLES OBTAINED (NOJSIZE/TYPE) /, .6'.-4-/-' // cy %.,--6-i 4;e- "02,3e ...? INSPECTION RESULTS To the best of our knowledge, all items inspected as noted above were L5'Yes ❑ Preliminary Inspection in general conformance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected — Report No. AGRA FIELD REPRESENTATIVE EVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE P DI VIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not Intended to be transmitted to a third party by any means, except In full, without written permission of AGRA Earth and Environmental, Inc. AGRA FIELD REPRESENTATIVE EVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE P DI VIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not Intended to be transmitted to a third party by any means, except In full, without written permission of AGRA Earth and Environmental, Inc. • AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122n0 Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821-3914 TEST REPORT CONCREft ASTM C -39 GROUT TM C -1019 MORTAR (TYPE ) CMU (TYPE ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 ASTM C -140 PRO � / „7�in . ��..x X--/ ff4.D6 e PROJECT NO. - /' TS - ". ' ADDRESS / 2 / 2/ SC /r v 4/ REPORT NO. �� ) 4 ��yv 1✓ 7 c DATE �f PAGE (Includes Inspection Report) OF a CLIENT / FIELD DATA BATCH DATA SUPPLIER C- 1/2 TYPE OF CEMENT %/` r SAMPLE TEMP. (ASTM C -1064) UNIT WEIGHT (ASTM C -138) MIX NUMBER .3 ,/ .-/y3 / /750 WEIGHTS PER YARD CEMENT (LBS.) ACTUAL DESIGN TICKET NUMBER TRUCK NUMBER o{ zD FLY ASH (LBS.) COARSE AGG. (LBS.) COARSE AGG. (LBS.) Note appropriate test methods if different from those Indicated...; :.';: °' ; a, <'. .. BATCH SIZE, YD3 / f OF , YDS3 TOTAL PLACED WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. lv FINE AGG. (LBS.) DRUM REVOLUTIONS -5 #; 7/' WATER (LBS.) AIR ENTRAINMENT BATCH TIME SAMPLE TIME OS'' ADMIXTURE NO. 1 FINISH TIME 5; r/7 ADMIXTURE NO. 2 SAMPLE AND TEST DATA SET NUMBER: 363 iv' u SAMPLE LOCATION: 4..T, v._ lA.v /t L.ip// .tie= co../.4.-e_," DESIGN STRENGTH �� 6 o PSI @ DAYS `TEST DATA ACTUAL SPECIFIED TEST AGE (DAYS) / 7 .2 .2 7" /, ,y SLUMP (ASTM C -143) e 3 y'0 SPECIMEN (NO. /SIZE/TYPE) 5/ `/2'I �y/ '-7 /cps / AIR CONT. (ASTM C -173/C -231) AMBIENT TEMP. °F '' y "7 7 S O _Sio 550 '5.43 DATE SAMPLED DATE RECEIVED %/` r SAMPLE TEMP. (ASTM C -1064) UNIT WEIGHT (ASTM C -138) CURING CONDITIONS ( ,xt / HIGH /LOW TEMPERATURES YIELD (ASTM C -138) Note appropriate test methods if different from those Indicated...; :.';: °' ; a, <'. .. COMMENTS t' /' / .r/ v vice' yFu /,L AGRA FIELD REPRESENTATIVE lu .. . THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PE a ING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. REVIEWED BY OAGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820.4669 Kirkland, Washington 98034 Fax (425) 821 -3914 S DAILY FIELD REPORT PROJECT NAME . // / 7/ Z. /./!.. //,i 7M, /VC /�li/� ..� // /JG.G.,(S C PROJECT NO. V" i /�-/ V7Sf -� REPORT NO. 2 U ^1, ADDRESS /2X2,.',/ <'� ' PERMIT NO. ,4f /? �- ( /S DATE 7//2,///)% CLIENT � // .6d� /1 G ' l o ,6".; cVtAt. C Cc' /./4. c.,--%. ,�` c4 • • r- iS �r P r� 1, J YS -7141/ 7 </ /s pur '7/4,2,- / , .;cic. �c c_i ) l�tis./ ecr/ • �j� .i.A- f/ b.� , WEATHER ��/ PAGE (Includes Test Reports) / OF l/ STRUCTURAL ENGI EER SAMPLES OBTAINED (NOJSIZE/TYPE) AGRA PROJECT MANAGER/PHONE NO. / s S . c!' - -��v — ;6-c;' ARCHITECT SUMMARY To the best of our knowledge, all items inspected as noted above were Lies ❑ Preliminary Observations in general conformance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected - Report No AGRA FIELD REPRESENTATIVE/PAGER NO. - a• G" S % «- Y..1--(/ CONTRACTOR R` / 7 TYPE OF INSPECTION , �� lJ NEW INSPECTION ❑ RE•INSPECTION COMMENTS i��•�C s- ...:A_/ s5 r y Cie sr e/ � /r— sA.o 5 - .,icn -fie _.-----4tQ O 74. /ir.E7 .r d- c '.. 7/1:i e4 /.0 t Z / S e‘, 4,/m /.::- Z/7L/ l i' licl-' h e s, h vrA. w< a ✓ Q_-/( 5:1e.' a f.1 �1Gt%G 0 / �._ l L G �� /- rr /e J f� . / s-, SA-44.'7(Z. �..'; lZ. Gas l/. 4..5 4-e- / 4/c- i - y C y`" /Q$ 17-S, ,/.� /t•�. , f / G.,/.^J t /e r! Ftr./c� !Y ;• J� -go... s.o•� �jcti /Y/ 7 J / % ;°'7 / . /1 G ' l o ,6".; cVtAt. C Cc' /./4. c.,--%. ,�` c4 • • r- iS �r P r� 1, J YS -7141/ 7 </ /s pur '7/4,2,- / , .;cic. �c c_i ) l�tis./ ecr/ • �j� .i.A- f/ b.� , +( .mil �✓l - o, l �•.o_ c` �s 71 C}/ /- ti �.� S's /r_f'CA ic_c�' ---47„�T C 3 C/zi,,,, - 0‘.5--,..?,,... 76 . j i" c'vk C /re. o a ti. Gam • /" 54, %:JAL & e(-...5 c' - C/ i SAMPLES OBTAINED (NOJSIZE/TYPE) yi -/ I /4/ SUMMARY To the best of our knowledge, all items inspected as noted above were Lies ❑ Preliminary Observations in general conformance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected - Report No AGRA FIELD REPRESENTATIVE THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDI This report is provided solely for the information of our client. This report Is not intended to be transmitted without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rev.8W99) EVIEWED BY VIEW BY OUR PROJECT MANAGER to a third party by any means, except In full, AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821-3914 TEST REPORT RETE --ASTM C39_ --s GROUT STM C -1019 MORTAR (TYPE ) CMU (TYPE ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 ASTM C -140 PROJECT NAME 6-s" 7.74-4, ‘w -�/ o�/( -'L!� CL PROJECT NO. �i //- l- /2Y7_C - -•C�, REPORT NO. l/` / PAGE (includes Test Reports) DATE 0 FIELD DATA BATCH DATA SUPPLIER I'���,4,1„./ TYPE OF CEMENT MIX NUMBER ."35/r--7 WEIGHTS PERYARD DESIGN ACTUAL. TICKET NUMBER /i7 27V CEMENT (LBS.) TRUCK NUMBER ,.Z3l FLY ASH (LBS.) BATCH SIZE, YD' COARSE AGG. (LBS.) TOTAL PLACED F--OF !l YDS' COARSE AGG. (LBS.) WATER ADDED, GALS. /v COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) DRUM REVOLUTIONS WATER (LBS.) BATCH TIME 3.' AIR ENTRAINMENT SAMPLE TIME Y.'3Q ADMIXTURE NO. 1 FINISH TIME c-i/..4 ADMIXTURE NO. 2 SAMPLE AND TEST DATA / SAMPLE SET / OF / LABORATORY SET # 7 I.D. # 7� SAMPLE LOCATION: 4J, a.- (.4� /X DESIGN STRENGTH YS'- PSI ®2), DAYS `TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) f /7 2 ..` / f/ SLUMP (ASTM C -143) Y� /� 7 �/ SPECIMEN (NOJSIZE/TYPE) / iye,'/c.�/ AIR CONT. (ASTM C -173/C -231) DATE SAMPLED '7/^ AMBIENT TEMP. °F 7. S`d - 0 DATE RECEIVED 7 fly SAMPLE TEMP. (ASTM C -1064) k..? -50-5:6 CURING CONDITIONS 1 o Lien— .et( UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) *Not* appropriate test methods If different from those Indicated SAMPLE STORAGE LOCATION AND COMMENTS AGRA FIELD - P - ESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER AGRA FIELD - P - ESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER • 1/, 4„%■ AG RA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: Panos Properties, L.L.C. 6850 E. Greenlake North, sulte 201 Seattle, WA Attn: Steve Panos Specimen Type: CONCRETE ASTM -C39 AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 980344918 Tel (425) 820.4669 Fax (425) 821 -3914 Report Date: July 9, 1999 Project *: 8 -91 M- 12475 -C Project Name: INTERNATIONALGATEWAY CORP Project Address: 12421 PACIFIC HIGHWAY SOUTH Project Mgr: KEN SARI Architect: Engineer: PO Number: Mlx and Field Data Cast Date: 7/1/1999 Contractor: Placement: DETENTION VAULT WEST SIDE CONCRETE WALL 5TH SECTION OF 32' PUMP WALL FROM SW CORNWERS Strength (ft): Required : 4500 psi @ 28 Days Inspector: SATNAM SINGH Mix ID: 345143 Actual Specs. Supplier: CADMAN Slump (Inches) ASTM C -143: 3.25 4±1 Load *: Air Content ( %) ASTM C -231: NA Truck *: 130 Unit Weight (pcf) ASTM C -138: NA Ticket *: 9469 Concrete Temp. ( °F): 69 50 -90 Plant *: Batch Size: 9 YDS Ambient Temp. ( °F): 50 NA Water: Admixture: Time Batch Time: 6:31 Remarks: REFERENCE REPORT *5, SET 6. Sample Time: 7:40 Finish Time: 7:55 Weather: - Test Result Actual Spec Date Age Nominal Area Compressive Strength Brk. Type/ % of ID # ID Date Rec'd Tested (days) Specimen Size (sq in) (lba) (psi) Cure Rigid 3899 A 7/2/1999 7/8/1999 7 6x12x0 28.28 127540 4510 CSP 100% B 7/2/1999 28 C 7/2/1999 28 D 7/2/1999 Break Types -- (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Client: Yes File: Yes Producer: Yes Others: HOLD OAGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: Panos Properties, L.L.C. 6850 E. Greenlake North, suite 201 Seattle, WA Attn: Steve Panos Specimen Type: CONCRETE ASTM -C39 AGRA Earth 8 Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034.8918 Tel (425) 820 -4889 Fax (425) 821 -3914 Report Date: July 8, 1999 Project 4: 8 -91 M- 12475 -C Protect Name: INTERNATIONALGATEWAY CORP Project Address: 12421 PACIFIC HIGHWAY SOUTH Project Mgr: KEN SAHI Architect: Engineer: PO Number: Mix and Field Data Cast Date: 6/7/1999 Placement: Strength (?c): Mix ID: Supplier: Load 0: Truck 0: Ticket N: Plant $: Batch Size: Water: Admixture: Time Batch Time: Sample Time: Finish Time: FOOTINGS ON B LINE FROM 1 TO 4. Required : 3000 psi © 28 Days 3950 STONEWAY 348 710328 10 YDS 15 GAL Contractor: Inspector: WILLIAM SANDES Slump (inches) ASTM C -143: Air Content (%) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ( °F): Actual 4.75" 67 Specs. 5" N/A N/A 50 -90 Ambient Temp. ('F): 68 N/A Weather: MOSTLY CLOUDY 14:20 Remarks: CONCRETE WAS PLACED VIA PUMP AND MECHANICALLY CONSOLIDATED, REFERENCE REPORT 02, SET 3. 14:55 Test Result Spec Date ID 4 ID Date Rec'd Tested 3741 A 6/8/1999 6/14/1999 B 6/8/1999 7/5/1999 C 6/8/1999 7/5/1999 D 6/8/1999 Ago Nominal (days) Specimen Size 7 —. -- ^� 6x12x0 • 28 6x12x0 28 6x12x0 Actual . Area Compressive Strength Brk. Type! % of (sq in) abs) (psi) Cure Req'd 28.28 72390 2560 CSH 85% 28.28 119060 4210 CSH 140% 28.28 116790 4130 CSH 138% Break Types — (Cn) Cone, (CSp) Cone - Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Client: Yes File: Yes Producer: Yes Others: Earth Consultants Inc. Geotechnicnt Engineers. Geologists 44 Environnient:if Scientists December 9, 1998 Sabey Construction 101 Elliott Avenue West Suite 400 Seattle, Washington 98119 Attention: Mr, Doug Schumacher Subject: Reference: Geotechnical Review Gateway Corporate Park Tukwila, Washington City of Tukwila Department of Community Development Letter dated November 3, 1998 Geotech Consultants, Inc. Summary of Geotechnical Observations Letter dated November 25, 1998 Geotech Consultants, Inc. Daily Field Reports August 14, 1998 to October 14, 1998 Dear Mr. Schumacher: E -8499 In accordance with your request, Earth Consultants, Inc. (ECI) has reviewed the referenced letters and reports regarding the Building A earthwork and Keystone wall construction. ECI previously performed an initial review of the referenced Geotech Daily Field Reports as part of the transition between geotechnical engineers on the project. This letter is intended to present a more detailed discussion of the Daily Field Report review, and to address some of the issues raised in the referenced City of Tukwila letter. P.'t& Ob REVISIONNO.I Mi4b-0% RECEIVED CITY OF TUKWILA JAN 061999 PERMIT CENTER • Sabey Construction December 9, 1998 E -8499. Page 2 ECI is now the geotechnical engineer of record for the referenced project, and began earthwork observations at the site on October 22, 1998. Since beginning work on the referenced project, ECI has observed placement and compaction of backfill for the Building A foundation walls and Keystone walls on the northern portions of the site. Prior to the beginning of our work on the site, much of the Keystone wall construction had been completed under the observation of Geotech Consultants, Inc. A portion of the Building A foundation wall backfill had also been completed prior to the start of our work. Building A Backfill ECI has reviewed the referenced daily field reports by Geotech. As indicated on .;the Geotech daily field report dated September 30, 1998, three density tests performed on the Building A backfill behind the west foundation wall had relative compactions below the 90% specification. The report ,indicates these tests were performed at an elevation approximately twelve feet below final grade behind the wall. The Geotech report dated October 13, 1998 indicates that some additional fill had also been placed on October 10, 1998 to provide access behind the wall for the waterproofing installation. The backfill was re- tested by ECI on October 22, 1998 at an elevation of approximately twelve feet below final grade. The test results are recorded on ECI daily field report #1, and indicate relative compactions of 90% or greater. No additional backfilling of the Building A west foundation wall has been performed to date. Based on the re -tests and our observations of the backfill behind the Building A west foundation wall, it is our opinion lateral earth pressures from the backfill will not exceed the design pressures. We understand the wall has been designed for an equivalent fluid pressure of 50 pcf. In our opinion, total settlement of the backfill will not exceed one inch, provided the remainder of the backfill is placed and compacted in accordance with specifications. The backfill in these areas will support pavement areas. We anticipate any settlement in the backfill will occur relatively quickly, and should occur within a month after the backfill is placed. ECI will observe placement and compaction of the backfill, and provide density testing of the fill. Sabey Construction December 9, 1998 Keystone Wall Backfill E -8499 Page 3 ECI has reviewed the referenced daily field reports regarding the wall backfill and geogrid placement for the Keystone walls. Based on our review of the reports and the comments contained in the referenced Geotech letter dated November 25, 1998, it is our opinion the walls were constructed in accordance with design specifications. Since our involvement on the project began, ECI has been performing density tests on the Keystone wall backfill. Relative compactions of 90% or greater (based on the maximum dry density determined by the Modified Proctor Method) have been achieved in the areas tested. Based on our observations, testing, and review of the previous work, it is our opinion the walls have been constructed in accordance with design recommendations and the geotechnical engineer's recommendations. Foundation Soil Observations Since our work began on the project, ECI has been observing the foundation soil for the Building A footings, as necessary. Competent native silt was generally encountered at footing grade in the areas observed. Some minor overexcavations were performed along G -Line and replaced with lean mix (CDF). Based on our observations and review of the previous work performed on the Building A foundations, it is our opinion the foundation soils have been prepared in accordance with the design specifications and the geotechnical engineer's recommendations. ECI reviewed the Geotech daily field report dated October 6, 1998 regarding existing fill conditions at footing grade. We understand augercast piles were installed in the existing fill areas, under the observation of Geotech Consultants. Subsurface Exploration — Buildings B and C, and Annex ECI was on -site November 11, 1998 through November 13, 1998 to perform a series of borings in the Buildings B and C, and Annex building pads. A total of fourteen borings were drilled. Three borings were drilled along the upper bench below the existing keystone wall. Due to the water line installation occurring at the time, the furthest north the drill rig could access along the upper bench was the southwest corner of Building C. However, the water line trench excavation observed north of this point revealed the presence of dense silt and sandy silt soils below depths of approximately six to eight feet. The borings performed along the upper bench (approximate elevation 1 18) revealed the presence of dense to very dense silt below depths of approximately five to ten feet. The boring performed at the southwest corner of Building B (along the upper bench) indicated the presence of fill to a depth of eight to ten feet. Dense to very dense silt was encountered below ten feet (approximate elevation 108). Earth Consultants, Inc, 1 Sabey Construction December 9, 1998 E -8499 Page 4 Along the lower eastern side of Buildings B and C, the dense to very dense native silt soils were generally encountered below depths of approximately five to ten feet. At the southeast corner of Building B, the dense to very dense silt was encountered between a depth of approximately fifteen to twenty feet (approximate elevation 82 to 87). Varying thicknesses of fill were encountered along the eastern side of Buildings B and C. Up to approximately eight to ten feet of fill was encountered at the northeast corner of Building C and at the southeast corner of Building B. Up to approximately five feet of fill was encountered at the other boring locations along the east side of Buildings B and C. We estimate existing elevations ranged between approximately 96 feet to 98 feet along Building C, and approximately 100 to 102 along Building B, In the vicinity of the proposed Annex building, fill was encountered to depths ,of approximately ten feet. Along the west half of the building area, dense silt and silt with gravel conditions were encountered below a depth of approximately eight feet. We estimate our boring locations were located at approximately elevation 110 feet. On the east half of the Annex pad, the existing fills were deeper, and the drill auger could not penetrate below a depth of ten feet due to the presence of a large rock obstruction. However, based on observation of the adjacent Building A footing excavation, it appeared competent native soil conditions were present below the fill. Detention Vault Three borings were performed in the vicinity of the proposed storm water detention vault northeast of Building C. Loose to medium dense silty sand with gravel fills were encountered to depths of approximately five to ten feet in this area. Dense to very dense native silt soils were encountered below the fills. Groundwater seepage was not observed at the time of our exploration. Groundwater seepage into the detention vault excavation, however, should be expected if the excavation is performed during the wet winter and spring months. In our opinion, the proposed Buildings B and C, and Annex buildings can be supported on conventional spread and continuous footings bearing on the dense to very dense native silt soils. Overexcavation below footing grade may be necessary in some areas to expose the competent native soils. CDF can be used to replace overexcavated areas, In areas where deeper fills are present and overexcavation is not feasible, such as the southwest corner of Building B, we recommend the use of pin piles or geopiers to penetrate through the fills. We can provide design capacities for these foundation elements if requested. For conventional footings bearing on the dense to very dense native soils, an allowable soil bearing capacity of 8,000 psf can be used. Sabey Construction December 9, 1998 E -8499 Page 5 We hope this information meets your current needs. If you have any questions or if additional information is required, please call. Respectfully submitted, EARTH CONSULTANTS, INC. Attachments: Field Reports Earth Consultants Inc. C..,,.,A..,a., Seennell 1805 136th Place N.E., Suite 201 Bellevue, WA 98000 Bellevue (425) 643 -3780 FAX (425) 74-608 -60 Tacoma (253) 272-6608 Seattle (206) 464.1584 DAILY FIELD REPORT Project General Contractor SabelGrading ontractor Job Location Ia�)■ Field Lep. Time On Site l ).' I5 Job No. 5499 Time Off Site 1,15 Travel Time 1 !rr Miles .•o Hrs. Charged ?I_ 0 ' Page of Report No, 1 1 1 Date of Week 101 1496 hu W ather Visitors Client/Owner be Received nchecked By w General Contra or's Su w rintendent Grading Foreman Checked By Date Are approved Plans/Permits on -site ❑ Yes ❑ No Project No. Permit No. If No, contact the building department or explain below: Test Number Test Location Elevation Reference Compaction Curve Maximum Dry Density lbs. /cu, ft. Fill Moisture % Test Dry Density lbs. /cu. ft. . % of , Maximum Dry Density • " II p w SId.P bki1QJA A IF b 1 gS' 5 ,�-F N e d -11.56- A 1305 15,1 117; 1 `JO 2. 130 , s o f N e. tg al iii ' Le IA ,c 14.4 1 18.3 e9 3 17O's of N e e 14.8" 117.6 90 4 2,15's of N end v .., ,,, 12,3 1 16.9 90 A d �■ KeLirf0r,c /4 1 SOL iin 5 5fi4. 1 -x0 -t3o& g Ij.5 6.E 1),3,: 1L1,5 99-f 99 6 ,S-1-a.. 3-t75 r4O6- 4, .G 6.3 Thank i Ou, _ / , ■ a' at ..• • Supplementary Report: IF b � , ► ohe -44- 0 A A. MI iii ' Le IA ,c or■12. WG . 1 - '1 . "vvii f' '. a-f• .P41 ,a A d �■ - • 1 e. . r i • • O •: • ' • . • In -fh-t Co y, r'a if r Thank i Ou, _ / , ■ a' at ..• (COPY TO: CONTINUED ON NEXT PAGE ❑ Earth Consultants Inc. Corbous n war SOrneloal 1805 136th Place N.E., Suite 201 Bellevue, WA 9800o Bellevue (425) 643-3780 FAX (425) 74.6608.60 Tacoma (253) 272.6608 Seattle (206) 464 -1584 DAILY FIELD REPORT Field Rep, PI Time On Site 10) S Travel Time ,Shr. Job No. 4199 Page of Time Off Site 1 N30 Miles Hrs. argedl Oat 10 9g" ather 0U S� Report No. Day of Week Fri Vistors Project 'h41 G1thtV4% General Contractor 50 b Grading Contractor Job Location O66i1 c Hw L51 �'ukwi General Contracttpr's Superintendent _J1l Grading Foreman Client/Owner Unchecked nchecked By Checked By Date Are approved Plans/Permits on -site ❑ Yes ❑ No Project No. Permit No. If No, contact the building department or explain below: ,Test Number Test Location KC ,rion C # I S ■�-t k Elevation Reference Compaction Curve Maximum Dry Density lbs. /cu. ft. Fill Moisture % Test Dry Density lbs. /cu. ft % of r Maximum Dry Density 90 91- 7 .3-1.a. 1-t So . • *30 G- •e i�' e,r' . I )1,5 si, 9.0 9, 9' 109_ 6 (14 S g S+ a, 3,13 5 140 G. -fts f Ina 1. ,re LA/ a !y , a v e. 1 FA E e: 4/ . U ZI, •6 d t IV UNINEMMIEMINI o t.. • . 6 ' : U re u 12,11MOREWIT - f' /•dd/I i lT_" IVA P A dl� • Supplementary Report: . reu 9- fie IIIMMIk ., o W . — i r. •e i�' e,r' . Proof , .,��II °. l i'n . . MEE 1, (c 111111WISME411111rVf s • eii or 0 i • -fts f Ina 1. ,re LA/ a !y , a v e. 1 FA E e: 4/ . U ZI, •6 d t IV UNINEMMIEMINI o t.. • . 6 ' : U re u 12,11MOREWIT - f' /•dd/I i lT_" IVA P A dl� r:fPY Tn. CONTINUED ON NEXT PAGE f! Earth Consultants Inc. Cea,ammol tram. COOVJdtl • F/MOner.l &W.M 1805 136th Place N.E., Suite 201 Bellevue, WA 9800a Bellevue (425) 643.3780 FAX (425) 74. 608-60 Tacoma (253) 272.6608 Seattle (206) 464-1584 DAILY FIELD REPORT Field Rep. Time On Site I l' I S Travel Time ,Shr Job No. 8.499 Page of 1 1 Time Off Site a:0O Miles Report No. Date Day of Week 1O/26/9g Mon Project 16-61.fLuay General Contractor S bt a Grading lontractor Job Location ()411 PaCfi c w� _151 Mil <1,1414 General Contra tar's perintendent 13;11 Grading Foreman Hrs. Cliarged Client/ Owner .Ca %o-e Received Uhchecked By W ather clew{ 60° Visitors Checked By Date Are approved Plans/Permits on -site ❑ Yes ❑ No Project No. Permit No. If No, contact the building department or explain below: •Test Number Test Location ite X11-}0 �•e r1 Jut -t't' L1 Elevation Reference Compaction Curve Maximum Dry Density Ibs, /cu. ft. Fill Moisture % Test Dry - Density lbs. /cu. ft. % of + Maximum Dry Density 9 S-ta . I -t 4-u -1.70 6- J' 1 .5 6.S 1(6 :9 _ s 10 Y-1.4, 1 rt 10 A la 7.6 1123 U S-ta, t SS d 1 v Ml a lo e i - 7 5 3.2 9 a 1111111MEM111.111 .Li Yl - , J I/161I it' /_ 4 tf (xi .44 1 G 'O i f �I..'44 2�r�iti'M i 5 M1= . a o f C w ► ' 11 i L, / -t4 -cf • I o z i _ AC/ u ' f ' h t'd act /' TI14 fr it 14 , Supplementary Report: re .k 2d 4 -� a v s ii A la "C- LH. 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Test Number Test Location xCit pfoNt. '' 1 Sot-4.h Elevation Reference Compaction Curve Maximum Dry Density lbs. /cu. ft. Fill Moisture % Test Dry Density lbs. /cu. ft. % of , Maximum Dry Density 9 z. Sfa, 1/40 -+Q0G 6 12. 8.8 11 a,7 3 S-1 ,i, atan -+9'Orr B ,aa.S 70 ,115. l 9 4. .tom /4 4 ik Supplementary Report: ■ • a o 2/U '/. .I r A -Q • ( /. _r _ T i I f 1 1� h i l� j i Ok Q #% S«k In^e n V f J I �f f;II w4J .e,in ac¢ a-f 2 {rrQy$otie wa II. r--- y i l - • -elf t i G l' I 2Li. c l-C Cowl, l C /b h o f 0 1 X I M.tai. ( MINTIMINIEVIEJI f e -I E( 1 Lw i t y-cf u (, W 6 d 1,,¢J d a y,/0/2.619f, a ,� re/ to J red to -�.( t �o�-tr4rTJ(1 Tblz,k yaLt. .tom /4 4 ik I COPY TO: CONTINUED ON NEXT PAGE 0 Earth Consultants Inc. C,oievvrar IneM.•erti Cadoexs Gwanrv,vai Sc+nv`n 1805 136th Place N.E., Suite 201 Bellevue, WA 98000 Bellevue (425) 643-3780 FAX (425) 74 -608-60 Tacoma (253) 272-6608 Seattle (206) 464.1584 DAILY FIELD REPORT Project General Contractor Grading ontractor Job Location Job No. Page of Report No. Time Off Site I2 :15 Miles 4 0 Hrs. tBarge JO' 1,6 98 pW ath o -1 1 C104di/ S0° Day of W WJc Client/Owner a Ifi /77.1kt 7la ,SaloP� General Contra.tor's uperintendent Received nchecked By I1 Grading Foreman Checked By Date Are approved Plans/Permits on -site ❑ Y Project No. Permit No, s 0 No If No, contact the building department or explain below: Test Number ` Test Location rf ovP tt I $0!^'11 Elevation Reference Compaction Curve Maximum Dry Density lbs. /cu. ft. Fill Moisture % Test Dry Density lbs. /cu. ft. ' % of Maximum Dry Density 14 Stk, f +60 41106- e (11•S 9,J "115.7 h l ! ' / U 9 1 E_____..3 ..3 -f , -ra5 / _ ' ' . 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C arged Visitors Client/ wner /!30 1 i9S Project (11-1-�I G- t4 wqy General Contractor / SGb.eti Grading Contractor Job Location 1),411 Pa(7Pit f-L SJru.k��1_a General Cont ctor's perintendent Bill Miles • Report No, 6 Day of Week Th Received nchecked By Grading Foreman Checked By Date Are approved Plans/Permits on -site ❑ Yes ❑ No Project No. Permit No. If No, contact the building department or explain below: Test Number Test Location Elevation Reference Compaction Curve Maximum Dry Density lbs. /cu. ft. Fill Moisture °.6 Test Dry Density lbs. /cu. ft. ' % of ' Maximum Dry_Density 9 zi- 16 ,5-ta, It 60 -1.1.266- 8 1111' 74. 115,1 ! 7 Sta. 17 Ao v 4 .L• 9.3 I I /. 6 9 J . ' ' i P7-1 A4/&_ 4/h Supplementary Report: IT re q q�i u I f� •. �'7' - to _ / / o �* S 1 . tyral / J af{ 14/1 a 1/ . P 1- -1-ti , 4_, 6a.1 IAp l/r -t A'. 30 i, avd /-9144 ._ I! • 4,(C, 'g €.J 't Ir►chi _ .: A• iAa -e G Gowi l (.1JO h of. 64 teu!-� go` o U xA .a/144/.4A djLt �pti -I 1.7171 ivt kfterd 4 f 1 . ' ' i P7-1 A4/&_ 4/h ��� ,•■• 11 ,r,. ••••• • 1rrVT r] A fle n Earth Consultants Inc. 1805 136th Place N.E., Suite 201 Bellevue, WA 98005 Bellevue (425) 643 -3780 FAX (425) 74. 608.60 Tacoma (253) 272.6608 Seattle (2C6) 464 -1584 DAILY FIELD REPORT Field i Rep. Job No. 4c 9 Page of as Time On Site 10:30 Travel Time ,51,i Permit No. Time Off Site Miles fib. Report No. Oat Day of Week 10 9 6 T Weather Glad SS* Project General Contractor 5411-0, Grading 2ontractor Job Location C ■ L J tv General Contrac •r's S perintendent Bi 1. Grading Foreman Hrs. Charged Visitors Clien Owner Qie Received nchecked By Checked By Date Are approved Plans /Permits on -site ❑ Yes ❑ No Project No. Permit No. If No, contact the building department or explain below: v1= S� an I h,'' r 2J P a4. o a witr�. e, t jo-e v /41/Vv. b 1— z iv\' � 2 s •i� I.a ' Npori 4,fe 'o r) ' k /01-x. u(.&r' pQr '2o.' 1 ICC1 , ,/ '/r1/ S p s f . o fM,' 10 aJR /ppear5 •- �Sulii A ou �(. • a r • /00O / / ' /V1 -e A. • A a' / a r •0r. j / .ii I .-. ,, nv -r,. f CIAITIAII i t f1AI AIGYT AOC;t= n 1 Earth Consultants Inc. C.14,17. 01 [n.r.eti Ceokvaaft. tm+.a..rer.1 Sc veae 1805 136th Place N.E., Suite 201 Bellevue, WA 48000 Bellevue (425) 643 -3780 FAX (425) 74-608 -60 Tacoma (253) 272.6608 Seattle (206) 464-1584 DAILY FIELD REPORT Field Rep. Job No. 51-99 Time )1)n Site I1t30 10=15 I0 3o/9g Fri Travel Time Miles W they I hr *CL over�a J ,fib° Hrs. harg e j Visitors Page of Report No. -7 Time Off Site Date Day of Week Project Job Location I ( Grp -jva,K 111' ),1 PPa 6 f i c, f w i 5 j� , General Contractor / General Co tact s Superintends t _S aloe 'Si G ading tiantractor ' Clle Owner Sa /Gel Received Unchecked By Grading Foreman Checked By Date Are approved Plans/Permits on -site 0 Yes ❑ No Project No. Permit No. If No, contact the building department or explain below: ' Test Number L Tes Location reT alAiiia w At i 14.7 Elevation Reference Compaction Curve Maximum Dry Density lbs. /cu. ft. Fill Moisture 96 Test Dry Density lbs, /cu. ft. ' % of 'Maximum Dry Density "1. Ilc Sty. I -t10 173o& 8 111.5 6,G l[1,7 • / • ri0 >- kli i 0 0 4"0 1 - • '2 r1 -er '.: i' 1, P , a 1 �i� y-f o f l -ga1- 'a' J J. q,(4� ,1 ►IJ in ICar. E w 111 re, 1,a-,n N ,g4 l / NO / .. �' .4 rah Ori T /4) L7QUI ...4 Supplementary Report: r- I . • • d 0 `f' / r Unit- ~rai'Ll r , F C f Wa 1 br. s 1 .-2 "I -Q rAVt 14 e.,± / ' -e •I, J 4 Ai /1 ' 6U 1 ' f t 1 i Viv1 t Affil '-e.f. ' a(r' al" • aj'ni • a >- 1 - • '2 r1 -er '.: i' 1, P , a 1 �i� y-f o f l -ga1- 'a' J J. q,(4� ,1 ►IJ in ICar. E w 111 re, 1,a-,n N ,g4 l / NO / .. �' .4 rah Ori T /4) L7QUI ...4 I^, nP1AIT110I IC-1 /‘AI P.I•/T iAP`_C n I Earth Consultants Inc. Gm,wwl fno,erl Ge bep.e 4 �M,�Y11IY fCW00 1805 136th Place N.E., Suite 201 Bellevue, WA 9800o Bellevue (425) 643.3780 FAX (425) 74. 608.60 Tacoma (253) 272.6608 Seattle, (206) 464.1584 DAILY FIELD REPORT Field Rep. Time On Site 10130 Travel Time S hr Job No. 3i-99 Time (f Site II' 1_5 Miles Page of Dat 111219 Wathr OV2r Report No. Day of Week Mon (30 Project 1V1t'I (r4+ Way General Contractor I So ID .i1 Grading ntractor Job Location 1d�1' 1 Pa(if(c. Hwy 'S /TLA1 1Ia General Contra tors S perintendent 8i1) Grading Foreman Hrsr.}C arged, Visitors �,V gtr ClienUOwner ReceivedIsnchecked By Checked By Date Are approved Plans/Permits on -site ❑ Yes ❑ No Project No. Permit No. If No, contact the building department or explain below: 'Test Number Test Lo ation ri t ai h i h Lva I J Elevation Reference Compaction Curve Maximum Dry Density lbs. /cu. ft, Fill Moisture °.6 7.9 .lc14 Test Dry Density lbs. /cu. ft. S . % of i Maximum Dry Density ILL 20 514 0405 t3O B IIS 1 -1-6,. . J O V( V i0 4 l i' fi o fr-e /. ' l i v / 14/ /1 %/u ,e,�' i a Ge' i1A 1 . NM I& e. 3 ke ror. f Ii he.; h • J• 9 0 ' e. 1-e3/. ) o o wrier iw», \ / 7 , ) % i A ->�0- aI Arcel I A. i L I'x a 1,k. a c,o�,.�o a c r�,. CI -raO (l nT th, - '"ye!, zeQ 9 r p , -c, ) f-�d h �, , Gori /; Supplementary Report: aCt e a 4 • • NU r re -frc i • MARE . a ' a 1 n C✓Gc fW� iii .` / .� . ✓1 i A lvQ irMilliti P1 4 0 % [ /' • .. -1 O i' fi o fr-e /. 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C arged blt rN1_ ClIent/Owner Page of 1 1 Dat 11/3198 W ath r 9V Cr i ,rt 5 0° Report No. Day o Tc Visitors i 5 6E Receiv Unchecked By Checked By Date Are approved Plans/Permits on -site ❑ Yes ❑ No Project No. Permit No. If No, contact the building department or explain below: 'Test Number Tesocation re'laIA114 Wa `tl 1 !t 7 Elevation 440(8 Reference Compaction Curve 4 Maximum Dry Density lbs. /cu. ft. 132,5 Fill Moisture % $.8 5. Test Dry '. Density lbs. /cu. ft. 111 ( io, I % of , Maximum Dry Density _ 91 90 q Sta. ` j7 J.5 a1 S-'a. b ' 7 5 .art t '.. nlaal a re4 ;N'o'r l i a J I (C) �+ a • £ ( , -II . iv■ it a%',. 'I .n • • er : V. -r'ri Q �,; 1Ai , ' ey T. Y9021 r n e /PV4 +10N 0 $ , ' Min L _ r I. v ./.' at./ I MN J i.• i - /2 Q r TGtav,.k -_ //- /!!b-(r7 (i arnr7,r Supplementary Report: • r' I v f- to .. • ,r w• J 0 i -¢ . dii t r' 4 IN . 0 / u PJ ito It OA re 41 ►h Itia a o/ =j� - rat. i 0 , • . iCe , , �! . , ih J 6 1 ' , io 2 '.o ri ii�i� • .. • � r e,! , -H 1 • -1-. a, . 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Consulting Engineers 5 t 2 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827.5995 • FAX (425) 828-4850 Made bys "-E,e.K Date /2 -3D -9S Job No.RgO1 Checked by Date Sheet No. �L Description P � /do 4�E 72_ _7 Job Name �� /F /4- Y, / (9i /e- eoL GoA D s - Ftv7-7 of/G �S /G.V 7P,o A - -E4- GLdg -ritr / Sao 71/': LL_ /9.s 9.0 2-67s- 9.0 2s s 9.0 25 -5' 9.0 e:Po 6 co, •V 1't/ /,q;.4.../f/e477e),(> 30 to / � S qa w : /g5 /c Ys� _ /.a3 tsf- /3zl2..).r s 'P137.) /$s D4-4— �: 5S ,4)—_ 6BS x ,x.00 -,a3.60 0 4D et- = 7 7.7 tie - I/ /es C40.-9z . 00X933) AS /eaa 4,4- GS Gz7a tire.-r� 5a -w 1 - r/9v.(J 2O - /fig, s kyps F-40.1 /63.4 ,k./ P a*. 4-y use P m /85;o 4/, S 4=¢ FLuRE lu /E 5 pot t okst ei=27, b Z as.. „fl4= /se<.i,Y Zdf lit ---- 299�) � " icy 4 A- .0: q 4Y 4.2d) = 0.4, C. C C C A BOURDGES Consulting Engineers a Division of Pogge meyer Design Group, Inc. 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827.5995 • FAX (425) 828-4850 , 5/ //r«/y1/4g E Job No. ?5NELSON- 0i1 Checked by Date Sheet No. GL � Z Description GX /:0 /4-7 f Z-,- 7 Job Name PAc/FiG OA/ c9,Ple GGL 4€0,126 4 /96- (/0,es,'7) 1%3/ '�- 4/9 .o) 1" e /4 1 1' t 4 4 4 4 4 4 4 4 4 4 l 4. 4, 4, /l l s -� SPREAD•1 entult4iiLa 4-AAD 5- 1/.1/-,- A- 1/-D WALL (PSF) 16 FLOOR H (FT) TRI. A (FT2) DL (PSF) 11. (PSF) WALL l (FT) WALL DL (Kips) COL (PLF) COL DL (kips) BM DL (kips) P -01 (kips) P-LL (kips) P D+L(Klps) Pu (kips) ROOF 0 153,95 20 25 25.54 0 31.84 0 3.08 3,85 6,93 10.9 F4 15 153.95 85.5 50 25.54 6.75 31,84 0.48 19,38 7.70 34.01 51.1 F3 13 153.95 85.5 50 25.54 4.98 31.84 0.41 18.58 7.70 80.27 90.1 F2 13 153,95 85.5 50 25.54 4.98 31.84 0.41 18.56 7.70 88.52 129.2 F1 14.17 153.95 160 50 25,54 5.43 31.84 0.45 30.61 7.70 124.73 185.0 P1 0 0.00 160 50 0 0.00 267 0,00 0.00 0.00 0.00 124.73 185,0 P2 0 0.00 0 0 0 0.00 287 0.00 185.0 TOTAL 769.78 117 45 127.7 21.14 693.20 1,76 0.00 90,09 � 124.73) AVG AVG ff 118 WALL (PSF) 16 FLOOR H (FT) TR1. A (FT2) 131. (135F) LL (P5F) WALL L (FT) WALL 01 (Kips) COL (PLF) COL DL (kips) BM DL (kips) P-01. (kips) P -LL (kips) P WL(Kips) Pu (kips) ROOF 0 303.98 20 25 19.25 0 37.69 0 6.08 7.60 13,68 21.4 F4 15 303.96 85.5 50 19,25 4,33 31.69 0.57 30.88 15.20 59,78 90.5 F3 13 303.98 55.5 50 19.25 3.75 37.89 0.49 30.23 15,20 105.19 158.7 F2 13 303.96 85.5 60 19.25 3.76 37.69 0,49 30.23 15.20 150.82 228,8 FI 14.17 303.96 160 50 19,25 4.09 37.69 0,53 53.26 15.20 219.08 327,2 P1 0 0.00 160 50 0 0.00 267 0.00 0.00 0.00 0.00 219.08 327,2 P2 0 0.00 0 0 0 0.00 287 0.00 0.00 0,00 219,08 327,2 TOTAL 1519,79 99 45 08.25 1583 722.45 2.08 0.00 150,69 68.39 219,06 327,2 AVG AVG 11C WALL. (PSF) 16 FLOOR H (FT) TRI. A (FT2) DL (PSF) LL (PSF) WALL L (FT) WALL DL (Kips) COL (PLF) COL DL (kips) BM DL (kips) P -01. (kips) 124.1 (kips) P_ON.(Klps) Pu (kips) ROOF 0 383.17 20 25 23 0 37.69 0 7.26 9.08 18,34 25,6 F4 15 363.17 85.5 50 23 5.18 37,69 0,57 38.79 18.16 71.29 108,0 F3 13 363.17 85.5 50 23 4,49 37,69 0.49 36,03 16.16 125.46 169.3 F2 13 363.17 05.5 50 23 4.49 37.69 0,49 36.03 18,16 179.68 270,8 F1 14,17 303.17 160 50 23 4.89 37.69 0.53 7.11 70,64 18.16 268.48 400.4 P1 9.33 363.17 160 50 0 0.00 287 2.49 7.11 87.71 16,16 354.33 528,0 P2 9.33 363.17 0 0 0 0.00 287 2.49 2.49 0.00 356.82 529.5 TOTAL 2542,19 101 39 115 19.03 722.46 7,08 14,22 256.95 99.87 356,82 529,5 AVO AVG 1/0 WALL (PSF) 15 FLOOR H (FT) TRI, A (FT2) DL (PSF) LL (PSF) WALL L (FT) WALL DL (Kips) COL (PLF) COL DL (hips) BM DL (kips) P-DL (kips) P-LL (kips) P,_0.L(Klps) Pu (kips) ROOF 0 359.22 20 25 23 0 37,69 0 7.16 8.98 16.17 25.3 F4 15 359.22 85.5 50 23 5.18 37.69 0,57 36,45 17.98 70,58 108.9 F3 13 359.22 85.6 50 23 4.49 37.69 0,49 35.69 17.98 124.23 187,4 F2 13 359.22 85.5 60 23 4,49 37.89 0,49 35,69 17,96 177.68 287.9 P1 14.17 359.22 160 50 23 4.89 37.69 0.63 7.11 70.01 17.96 285.85 398,4 P1 9,33 359.22 160 50 0 0.00 267 2.49 7.11 67.08 17,96 350,89 520.9 P2 9.33 0.00 0 0 0 0.00 287 2,49 2,49 0,00 353.38 624,4 TOTAL 2155.34 118 46 116 19.03 724.45 7.06 14,22 254.59 98.79 353,38 524.4 AVG AVG 116 WALL (PMF) 16 FLOOR H (FT) TRI. A (FT2) DL (PSF) LL (PSF) WALL L (FT) WALL DL (Kips) COL (PLF) COL Of. (klps) BM DL (kips) P -01. (kips) Pd.L (kips) P_D•L(Klps) Pu (kips) ROOF 0 0.00 20 25 25.1 0 37.89 0 0,00 0,00 0.00 0.0 F4 15 0.00 65.5 50 25.1 6.65 37.89 0.67 5,21 0,00 8,21 0.7 F3 13 0.00 85.5 50 25.1 4.89 37,69 0.49 5.38 0.00 11.60 16.2 F2 13 48.09 85.5 50 26.1 4.89 37.69 0,49 9.55 2.43 23.55 33.7 F1 14,17 146,08 160 50 25.1 5.34 37.69 0.53 7.11 36.35 7,30 67.23 97.0 P1 9,33 146.06 160 50 0 0.00 267 2,49 7.11 32.97 7,30 107,60 155.6 P2 9.33 0.00 0 0 0 0.00 267 2,49 2.49 0,00 109.99 159.1 TOTAL 340.80 273 50 126.5 20.77 722.45 7.06 14.22 92.95 17.04 109.99 159.1 AVG AVG 1.6/D WALL (PSF) 16 FLOOR H (FT) TRI, A (F12) DL (PSF) LL (PSF) WALL L (FT) WALL DL (Kips) COL (PLF) COL 01 (kips) BM DL (kips) P -DL (kips) R1.1. (kips) P„04L(Klps) Pu (kips) ROOF 0 0.00 20 25 23 0 37,89 0 0.00 0,00 0.00 0.0 F4 15 134,30 85.5 50 23 5,18 37.88 0.67 17.22 1172 2194 35,6 F3 13 265.43 55.5 50 23 4.49 37,89 0.49 27,03 13.42 65,29 97.4 F2 13 302,97 85.5 60 23 4.49 37.89 0.49 30.88 15.16 111.31 188.4 FI 14.17 359.22 160 50 23 4.88 31.69 0,53 7.11 70.01 17.86 19928 295.0 PI 9.33 359.22 160 60 0 0.00 267 2.49 7,11 67,08 17.96 254.32 P2 9,33 0,00 0 0 0 0,00 . .287 2.49 2,48 0.00 268.81 422.8. TOTAL 1424.15 151 50 115 19.03 722.45 7.06 14.22 216,80 71.21 268.61 422,8 AVG AVO Pap 1 (L C C C l,. C. C. C C C SPREAO.2 WALL (PSF) 16 FLOOR 11 (FT) TRI. A (FT2) DL (P8F) LL (P8F) WALL L (FT) WALL DL (Kips) COL (PLC) COL DL (kips) BEAM DL (kips) PAL (kips) P4.L (kips) PDH.(KIps) Pu (kips) ROOF 0 300,20 20 25 31 0 31.84 0 6.00 7.51 13.51 21.2 F4 15 300.20 85 5 50 31 6,98 31.84 0.48 33.12 15.01 61.84 93.0 F3 13 300 20 05.5 50 31 6.05 31.84 0.41 32.13 15.01 108,76 163.5 F2 13 300 20 05.5 50 31 0.05 31.04 0.41 32.13 15.01 155,91 234.0 F1 14.17 0.00 160 50 31 6.59 31.84 0.45 7.04 0.00 162.95 243.0 P1 0 0.00 160 50 0 0.00 267 0.00 0.00 0.00 0.00 162.95 243.9 P2 0 0 00 0 0 0 0.00 267 0.00 1 . 16 243.9 TOTAL 1200.81 92 43,75 155 25.65 693.20 1,76 0.00 110.42 �� 62.05 243,9 AVO AVO Po -, 278 WALL (PSF) 16 FLOOR 11(FT) TRI, A (F12) DL (PSF) LL (P8F) WALL L (FT) WALL OL (Kips) COL (PLF) COL DL (klps) BM DL (kips) P.OL (kips) P4.L (kips) P_D4L(Klps) Pu (kips) ROOF 0 592.71 20 25 0 0 37.69 0 11,85 14.82 26,87 41.8 F4 15 502.71 85.5 50 0 0.00 37.69 0.57 51.24 29.64 107.65 163,8 F3 13 502.71 85 5 50 0 0,00 37.69 0.49 51.17 29.84 188,35 205.9 F2 13 592.71 855 50 0 0,00 37.69 0.40 51.17 20.64 269.15 407.0 F1 14.17 592.71 100 50 0 0.00 37.69 0,53 95.37 29.64 394,18 591.8 P1 0 0.00 160 50 0 0.00 267 0,00 0.00 0.00 304.10 601.0 P2 0 0.00 0 0 0 0,00 267 0.00 0.00 0.00 394.16 591.8 TOTAL 2963.54 80 45 0 0.00 722.45 2.00 0.00 260.80 133.36 394.16 501.6 AVO AVO 2/C WALL (P8F) 16 FLOOR 14 (FT) TR1. A (F12) DL {P8F) LL (P5F) WALL 1. (FT) WALL DL (Kips) COL (PLF) COL DL (Nips) BM DL (kips) PAL (Nips) P4,L (kips) P D.L(Klps) Pu (kips) ROOF 0 651.92 20 25 0 0 , 37.69 0 13.04 16,30 29.34 46,0 F4 15 700.17 05.5 50 0 0.00 31.69 0.67 61.11 35.41 125.68 191,7 F3 13 708.17 85.5 50 0 0.00 37,89 0.49 61.04 35.41 222.31 337.4 F2 13 700.17 65.5 50 0 0.00 37.69 0,49 61.04 35.41 316,75 483.0 F1 14.17 706.17 160 50 0 0.00 37,69 0,53 13.06 127.70 35.41 481,86 722.0 P1 B.33 700.17 160 60 0 0.00 267 2.40 13.86 129,66 35.41 646,03 963,7 P2 9 33 0.00 0 0 0 0.00 267 2.49 2,49 0.00 640.42 987.2 TOTAL 4102.77 109 46 0 0.00 7.06 27,72 456.08 193.34 649.42 967.2 AVO AVO 2/0 WALL (P8F) 16 FLOOR 11 (FT) TRI. A (F12) DL (P8F) LL (P8F) WALL L (FT) WALL 01. (Kips) COL (PLF) COL DL (kips) BM 01. (kips) PAL (kips) P4.L (kips) P D+L(Klps) Pu (kips) ROOF 0 397.50 20 25 23 0 31,69 0 7.85 0.94 17,89 28.0 F4 15 405.00 05 5 50 23 5.18 37,60 0.57 40,37 20.25 78.51 119.0 P3 13 405 00 85 5 50 23 4.49 37.69 0.49 30.60 20.25 130.36 208.8 F2 13 511,80 85.5 50 23 4.49 37.60 0,49 48.74 25.59 320.6 F1 14.17 511.86 160 50 23 4.09 37,60 0,53 10.12 97,44 25.59 335,73 500.5 P1 0.33 611.80 160 50 0 0.00 267 2.49 10.12 04.51 25.50 455,83 676.3 P2 0 33 0.00 0 0 0 0.00 267 2.49 2.49 0.00 458.32 670.8 TOTAL 2743.13 121 46 115 10.03 7,08 20.24 331.11 127.22 456.32 679.8 AVO AVO 2/E WALL (P8F) 16 FLOOR 14 (FT) TRI, A (FT2) 01. (P8F) LL (P8F) WALL 1. (FT) WALL OL (Kips) COL (PLF) COL DL (kips) BM DL (kips) PAL (kips) P4.L (klps) P D4,I4KIps) Pu (kips) ROOF 0 284.81 20 25 31 0 37.69 0 5.70 7.12 12.82 20.1 F4 15 264.81 855 50 31 8,98 37.89 0,57 31.80 14.24 88,95 00.9 F3 13 264,01 85.5 50 31 8.05 37.60 0,49 30,69 14.24 104.07 158.4 F2 13 204.81 85.5 60 31 8.05 37.69 0.49 30.69 14.24 149,20 223.8 F1 14.17 284.81 160 50 31 8.59 37.60 0,53 13,86 66.55 14,24 229.99 341,2 P1 0.33 284.81 160 50 0 0,00 267 2.49 13.86 81.02. 14.24 306.15 452,1 P2 0 33 404111 0 0 0 0 0.00 207 2,40 2.40 000 300.05 455.0 TOTAL 1093 05 116 30 155 25.65 7.06 27.72 230.32 76.32 308.65 455.6 AVO AVO ft- (Ptxl.e, -p#,-.7.5"901c, 0 t`Au ,.0703 SPREAD -368 fS - �A -�o 31A WALL (P8F) 16 FLOOR H (FT) TRI, A (F12) 01. (PSF) LL (P8F) WALL L (FT) WALL DL (Kips) COL (PLF) COL DL (kips) BEAM DL (kips) P -0L (kips) P•LL (kips) P_D•L(Kips) Pu (kips) ROOF . 0 292.50 20 25 30 0 31.84 0 5.85 7,31 13.18 20.6 F4 15 292.50 85.5 50 30 6.75 31,84 0.48 32.24 14.63 60.02 90.6 F3 13 292.50 05.5 50 30 5.85 31.84 0.41 31.27 14.83 105.02 159.3 F2 13 292.50 05.5 50 30 5.85 31.84 0.41 31.27 14.63 151.82 227.9 F1 14.17 0.00 160 60 30 8.38 31.84 0.45 6.83 0.00 158.65 237.5 P1 0 0 00 160 50 0 0 00 267 0.00 0.00 0.00 0.00 158.65 237.5 P2 0 D 0 0 0 0.00 267 0.00 1 237.5 TOTAL 1170.0, 00 02 43.75 150 24 03 693.20 1.76 0.00 107.48 58.85 237.5 AVO AVO 318 WALL (P8F) 15 FLOOR 14 (FT) TRI. A (FT2) DL (PSF) LL (P5F) WALL 1. (FT) WALL DL (Kips) COL (PLF) COL DL (kips) 8M DL (kips) P -0L (kips) POLL (kips) P_O•L(Kips) Pu (kips) ROOF 0 577.50 20 25 0 0 37.89 0 11.55 14.44 25.09 40.7 F4 15 577.50 65.5 50 0 0,00 37.89 0.57 49.94 28.80 104 80 150.7 F3 13 577.50 85.5 50 0 0.00 37.89 0.49 49.07 20.88 183.55 270.6 F2 13 577.50 85.5 50 0 0.00 37.69 0.49 40,87 20.08 262.20 397.5 F1 14.11 571.50 160 50 0 0.00 37.89 0.53 92.93 28.88 384.10 578.7 P1 0 0.00 160 50 0 0.00 267 0.00 0.00 0.00 304.10 578,7 P2 0 0.00 0 0 0 0.00 267 0.00 0.00 0.00 384.10 578.7 TOTAL 2007.50 86 45 0 0.00 722.45 2.00 0.00 254.16 129.04 384.10 676.7 AVO AVO 3/0 WALL (P8F) 16 FLOOR H (F1) TRI. A (F12) DL (P5F) LL (P6F) WALL L (FT) WALL DL (Kips) COL (PLF) COL DL (kips) 8M DL (kips) P .OL (kips) P.LL (kips) P D•L(Klps) Pu (kips) ROOF 0 690.00 20 25 0 0 37.69 0 13.80 17.25 31.05 48.6 F4 15 690 00 05 5 50 0 0.00 37.89 0.67 50.56 34.50 125.11 190.7 F3 13 690.00 85.5 50 0 0 00 37,69 0.49 59.48 34.50 219.10 332.6 F2 13 690.00 05.5 50 0 0.00 37.69 0.49 59.40 34.60 313,08 474.5 Fs 14.17 890.00 160 50 0 0.00 37,89 0.53 13.86 124,70 34.50 472.37 707.9 P1 9.33 690.00 160 50 0 0.00 267 2,49 13.06 126.75 34.50 033.63 944.0 P2 9 33 0 00 0 0 0 0.00 267 2.49 2.49 0.00 638.12 947,5 TOTAL 4140.00 108 46 0 0.00 7.08 27.72 446.37 189.75 836.12 947.5 AVO AVO 310 WALL (P IF) 15 FLOOR 14 (FT) TRI. A (FT2) 01. OW) LL (P IF) WALL L (FT) WALL DL (Kips) COL (PLF) COL DL (kips) 8M DL (kips) P -01. (kips) P-1.1. (klps) P_O•L(KIps) Pu (kips) ROOF 0 602.50 20 25 23 0 37.69 0 13.65 17.08 30.71 48.1 F4 15 682 50 05.5 50 23 5,18 37,69 0.67 84.09 34.13 128.93 195.9. F3 13 002,50 85.5 60 23 4.49 37.69 0.49 63.33 34.13 226,39 342,5 F2 13 602.50 85.5 50 23 4.49 37.69 0.49 63.33 34.1 - 489,2 F1 14 17 682.50 160 50 23 4.89 37.69 0.53 13.08 128.48 34.13 486.45 727,1 P1 9.33 602.50 180 60 0 0.00 267 2.49 13.86 125.55 34.13 846.12 960,9 P2 9.33 0.00 0 0 0 0.00 287 2,49 2.49 0.00 648.61 964.4 TOTAL 4095.00 113 40 115 19,03 7.06 27.72 460.93 101.69 848.61 064.4 AVO AVO Fi - Pi. .7.)° ►` , B� . 12A.,,' Pt)pl.:sldk 3/8 WALL (P8F) 16 FLOOR H (FT) TRI. A (F12) DI. (P8F) LL (PIP) WALL 1. (FT) WALL DL (Kips) COL (PLF) COL DL (kips) WADI. (kips) P -0L (klps) P4LL (kips) P D+1.(Klps) Pu (kips) ROOF 0 277.50 20 25 30 0 37.69 0 6.55 6,94 12.40 19.6 F4 15 277.50 85.5 50 30 6.75 37,69 0.57 31,04 13.00 67.40 06.8 F3 13 277.50 85.5 50 30 5.85 37,69 0.49 30,07 13.80 1041.25 162.3 F2 13 277.50 85.5 60 30 6.85 37.69 0.49 30,07 13.08 145.29 218.0 F1 14.17 277.50 180 50 30 8.36 37.89 0,53 13.88 65,17 13.88 224.33 332.5 P1 9.33 277.50 180 50 0 0.00 267 2.49 13,06 60.75 13.88 298.96 441.4 P2 0.33 0.00 0 0 0 0.00 267 2.49 2.49 0.00 301.45 444.9 TOTAL • 1685.00 135 48 150 24.03 7.06 • 27,72 226.14 76,31 301.45 444,9 . AVO AVO SPREAD-435 C41A WALL (PSF) 16 FLOOR H (FT) TRI. A (FT2) 01. (PSF) LL (PSF) WALL L (FT) WALL DL (Kips) COL (PLF) COL 0L (kips) BEAM DL (kips) ROOF 0 316.88 20 25 30 0 31.84 0 F4 15 31606 05 5 50 30 6.75 31.04 0.48 F3 13 310 80 05 5 50 30 5 05 31.84 0,41 F2 13 316.60 655 50 30 5.05 31.84 0.41 Ft 14 17 000 160 50 30 6 30 31.04 0.45 P1 0 0.00 160 50 0 0.00 267 0.00 0.00 P2 0 000 0 0 0 0.00 207 0,00 TOTAL 1267 50 90 43,75 150 24.83 693,20 1.76 0,00 AVO AVO P.M (kips) 6.34 34.32 33.36 33.36 6.63 0.00 POLL (kips) P_D.L(Kips) 14.26 84.42 113.62 162.82 169.65 160.65 7,92 15.04 15.84 15.04 0.00 0.00 114.20/ /55.45 Pu (kips) . 22.3 97,3 171.0 244.8 254,1 254.1 2541 254.1 418 WALL (P8F) 16 FLOOR 14 (FT) TRI. A (PT2) DI. (PSF) LL (P8F) WALL!. (FT) WALL DL (Kips) COL (PLF) COL OL (kips) BM DL (klps) P -0L (kips) P-LL (kips) P DDL(KIps) Pu (kips) ROOF 0 625,83 20 25 0 0 37.69 0 12.51 15.84 26,15 44.1 F4 15 625.63 05 5 50 0 0.00 37.69 0.57 5406 31.28 113.49 173.0 F3 13 82563 85.5 50 0 0.00 37.89 0.49 53,98 31.28 198.75 301.7 F2 13 625.03 05.5 50 0 0.00 37.69 0.49 53.98 31.20 284.01 430.5 Ft 1417 625.63 160 50 0 0,00 37.69 0.53 100.83 31.28 415.93 624.5 P1 0 0.00 160 50 0 0.00 267 0.00 0.00 0.00 415.93 624.6 P2 0 0.00 0 0 0 0.00 267 0.00 0.00 0.00 415.93 624.5 TOTAL 3128.13 80 45 0 0.00 722.45 2.08 0.00 27518 140,77 415.93 624.5 AVO AVO 41C WALL (PSF) 16 FLOOR H (FT) TRI, A (PT2) DL (PSF) LL (P8F) WALL L (FT) WALL DL (Kips) COL (PLF) COL 0L (kips) BM OL (kips) P.OL (kips) P-LL (kips) P_D•L(KIps) Pu (kips) ROOF 0 747.50 20 25 0 0 37.69 0 14,95 1869 33.64 52,7 F4 15 747,50 65.5 50 0 0.00 37.60 0,57 64.40 37.39 135.49 206.5 F3 13 747,50 85.5 50 0 0.00 3769 0.49 64,40 37.36 237.27 380.2 F2 13 747,60 85.5 50 0 0.00 37.60 0.49 64.40 37.30 339.04 513.0 Ft 14.17 747.50 160 50 0 0.00 37,69 0,53 14,63 134.76 37.36 511.16 766,1 P1 9.33 747.50 160 60 0 0.00 267 2.49 14,63 136.72 37.38 685.20 1021.1 P2 9.33 0.00 0 0 0 0.00 287 2.49 2.49 0.00 607.77 `I 1024.5 .00 TOTAL 4485 108 46 0 0.00 7.06 29.26 482,21 205.58 687.77 1024.5 AVO AVO 1.efr% "= %'°lgj4 h- ?Oa.,ciiP1V- 410 WALL (P8F) ''s' 16 FLOOR N (FT) TRI. A (FT2) DL (PSF) LL (PSF) WALL L (FT) WALL DL (Kips) COL (PLF) COL DL (kips) BM DL (kips) P.OL (kips) P-LL (kips) P 0•L4KIps) Pu (kips) ROOF 0 739.36 20 25 23 0 37,69 0 14.79 16.48 33,27 52.1 F4 15 739.30 85.5 50 23 5.18 37.69 0,57 80.98 38.87 138.20 211.6 F3 13 738.36 85 5 50 23 4.49 37.69 0.49 68.19 36.07 244.36 368,9 F2 13 739,38 655 50 23 4.49 37.89 0.49 68.19 38.97 340.52 528.1 P1 1417 739.30 160 50 23 4,00 37.69 0,63 14.63 138.35 38.97 524.84 784.7 P1 9.33 739,30 160 50 0 0.00 267 2.48 14.63 135.42 38.07 607.23 037.1 P2 9,33 0.00 0 0 0 0.00 267 2.49 2.40 0.00 699.72 1040.8 TOTAL 4436 25 112 46 115 19.03 7.08 29.26 496.39 203.33 699.72 1040,8 AVO AVO 416 WALL (PSF) 16 FLOOR H (FT) TRI. A (FT2) DL (P8F) LL (P8F) WALL L (FT) WALL DL (Kips) COL (PLF) COL 01. (kips) BM DL (kips) PO. (kips) P-LL (kips) P„041.(KIps) Pu (kips) ROOF 0 300.63 20 25 32.5 0 37.69 0 6.01 7,52 13.53 ' 21.2 F4 15 300.63 85 5 60 32.5 7.31 37,69 0,57 33.58 15.03 62.14 93,8 F3 13 300 83 05.5 50 32,5 6.34 37.69 0,49 32,53 15,03 109.70 164,9 F2 13 300,63 85.5 50 32,5 6,34 37,69 0.49 32,53 15.03 157.26 236.0 F1 1417 300.03 160 60 32.5 8.91 31,69 0.53 14.63 70.17 15.03 242,47 359,1 P1 0 33 300.63 160 50 0 0.00 287 2.40 14.63 05,22 16.03 322.72 476.6 P2 9 33 000 0 0 0 0,00 207 2.49 2,40 0.00 325,21 4601 TOTAL 1003 75 134 46 162.5 2090 7.00 '20.20 242.54 ' 02.67 . 325,21 480,1 AVO AVO SPREAD./ WALL (NW) 16 FLOOR ti (FT) TRI, A (FT2) DI. (PSF) LL (PSF) WALL L (FT) WALL DL (K1ps) COL (PL9 00101. (kips) BEAM DL (kips) PAL (kips) P.U. (kips) P D•L(Klps) Pu (kips) ROOF 0 300.20 20 25 31 0 31.84 0 8.00 7.51 " 13.61 21.2 F4 15 30020 05.5 50 31 6.98 31.84 0.40 33,12 15.01 01.64 93.0 F3 13 300.20 85.5 50 31 8.05 31.84 0.41 32.13 15.01 , 108.78 163.5 F2 13 300.20 85.5 50 31 0.05 31.84 0.41 32,13 15.01 155.91 234.0 F1 14.17 0.00 160 50 31 6.59 31.84 0.45 7.04 0,00 162.95 243.9 P1 0 000 160 50 0 0.00 267 0.00 0.00 0.00 0.00 162.95 243.9 P2 0 0 00 0 0 0 0 00 267 0.00 4 243,9 TOTAL 1200 01 92 43.75 155 25.05 603.20 1.76 0.00 243.9 AVO AVO 110.4 7/13 WALL (PSF) 16 FLOOR 14 (FT) TRI. A (FT2) DL (PSF) LL (PSF) WALL L (FT) WALL DL (Kips) COL (PLF) COL DL (kips) BM DL (kips) PAL (kips) P4.L (kips) P D+L(Klps) Pu (kips) ROOF 0 592.71 20 25 0 0 37.69 0 11.05 14.82 28.67 41,6 F4 15 502.71 05.5 50 0 0.00 37.69 0.57 51.24 29.84 107,55 163.9 F3 13 592.71 85.5 50 0 0.00 37.69 0.49 51.17 29,84 188.35 285.9 F2 13 592.71 05.5 50 0 0.00 37.60 0.49 51.17 28.64 209.15 407.9 F1 14.17 592.71 100 50 0 0.00 37.89 0.53 95.37 29,64 394.16 591.0 P1 0 000 160 50 0 0.00 207 0,00 0.00 0.00 394,16 591,8 P2 0 0.00 0 0 0 0.00 257 0.00 0.00 0.00 394.18 591.8 TOTAL 2063 54 00 45 0 0.00 722,45 2.00 0.00 260.00 133.36 394.16 691,8 AVO AVO 7/C WALL (P89 10 FLOOR 11 (FT) TRI, A (F12) 01. (PSF) LL (POP) WALL 1. (FT) WALL DL (Kips) COL (PLF) COL DL (kips) BM DL (kips) PAL (kips) P-LL (kips) P_0•L(Klps) Pu (kips) ROOF 0 651.92 20 25 0 0 37.69 0 13.04 10.30 29.34 46,0 14 15 700 17 05 5 50 0 0.00 37.00 0.57 01.11 35.41 125.00 191.7 F3 13 708.17 05.5 50 0 0.00 37.69 0,49 61.04 35.41 222.31 337,4 F2 13 700.17 05.5 60 0 0.00 37.69 0.49 01.04 35.41 310.75 483.0 F1 1417 708.17 100 50 0 0,00 37.60 0.53 13.86 127.70 35.41 481.86 722.0 P1 9 33 700 17 160 50 0 0.00 207 2.49 13.86 129.06 35.41 846.03 963.7 P2 933 000 0 0 0 0.00 287 2.49 2.49 0.00 649.42 987.2 TOTAL 4192 77 109 46 0 0.00 7.08 27,72 456.08 193.34 649.42 987.2 AVO AVO 7/D WALL (PSF) 16 FLOOR 11 (FT) TRI. A (FT2) DL (PSF) LL (PSF) WALL L (FT) WALL DL (Kips) COL (PLF) COL DL (kips) BM DL (kips) PAL (kips) P1.L (kips) P_D+L(Klps) Pu (kips) ROOF 0 307.50 20 25 23 0 37,69 0 7,95 9.94 17.89 28.0 F4 15 044 22 05 5 50 23 5.18 37.69 0.57 60.02 32.21 110.92 187.9 13 13 700 41 05.5 50 23 4.49 31,69 0.49 04.86 35.02 210.80 318.3 F2 13 700.47 86 5 50 23 4,49 37.69 0.49 84.87 35.02 310.69 468.8 F1 14.17 700.47 160 50 23 4.89 37.89 . 0.53 13.86 131.38 35.02 477.07 712.1 P1 933 700.47 100 50 0 0.00 207 2.49 13.08 128,43 35.02 ' 640.52 951.4 P2 9 33 700 47 0 0 0 0.00 267 2.49 2.49 0.00 643.01 954.9 TOTAL 4544 02 101 40 115 19.03 7.00 27.72 400.77 102.24 843.01 954.9 AVO AVO 7/E WALL (PSF) 15 FLOOR 14 (FT) TRI. A (FT2) 01. (PSF) LL (P51) WALL L (FT) WALL DL (Kips) COL (PLF) COL DL (kips) BM DL (kips) PAL (kips) P.LL (kips) PD4L(KIps) Pu (kips) ROOF 0 130.75 20 25 31 0 37.89 0 2,78 3.47 6.24 9.8 F4 16 228.56 85.5 50 31 8.98 37.59 0.57 27,08 11,43 44,75 67.1 F3 13 28481 05.5 50 31 8.05 37.69 0.49 30.09 14.24 89.08 134.6 F2 13 204,81 05.5 50 31 6.05 37,69 0.49 30.89 14.24 135.01 202.0 F1 14.17 284,81 160 50 31 6,59 37,69 0.53 13.66 60.55 14.24 215.80 • 319,4 P1 9 33 284.01 160 50 0 0.00 267 2.49 13.86 01.92 14.24 291.96 430.3 P2 9.33 204 81 0 0 0 0.00 267 2.49 2.49 0.00 294.45 .433.8 TOTAL 1791.35 124 40 155 25.65 7.06 27.72 222.59 71.08 294,45 433.8 AVO AVO ( SPREAD -8 WALL (PSF) 15 FLOOR 14 (FT) TRI, A (FT2) DL (P5F) LL (PSF) WALL L (FT) WALL DL (Kips) COL (PLF) COL DL (kips) BM DL (kips) P -0L (kips) P-LL (kips) P D.L(Klps) Pu (kips) ROOF 0 153.95 20 25 25.54 0 31,84 0 3.08 3,85 ' 6.93 10,9 F4 15 153.95 85,5 50 25.54 6.75 31.84 0.48 19.39 7,70 34.01 51,1 F3 13 153.95 85.5 50 25.54 4.98 31.84 0.41 18.58 7.70 60.27 90.1 F2 13 153.95 85.5 50 25.54 4.98 31,84 0.41 18,56 7.70 86,52 129.2 F1 14.17 153.95 160 50 25.54 5.43 31.84 0.45 30.51 7.70 124.73 185,0 P1 0 0.00 160 50 0 0.00 267 0.00 0.00 0.00 0.00 124,73 185,0 P2 0 0.00 0 0 0 0.00 287. 0.00 124.73 185.0 TOTAL 769.76 117 45 127.7 21.14 693.20 1.76 0.00 90.09, 34. 124.73 185.0 AVO AVG f-s -/0 PO-, 3 810 WALL (PSF) 18 FLOOR H (FT) TRI. A (F12) DL (PSF) LL (PSF) WALL L (FT) WALL DL (Kips) COL (PLF) COL DI- (kips) BM 131 (kips) P-OL (kips) P-LL (kips) P D4L(Kips) Pu (kips) ROOF 0 303.98 20 25 19.25 0 37.69 0 6,08 7.60 13.68 21.4 F4 15 303.98 55.5 50 19.25 4.33 37.69 0.57 30.88 15.20 59,76 90.5 F3 13 303.98 85.5 50 19.25 3.75 37.69 0.49 30,23 15.20 105.19 158.7 F2 13 303.96 85.5 50 19.25 3.75 37.69 0,49 30.23 15.20 150.62 226,8 F1 14.17 303.96 180 50 19.25 4.09 37.69 0,53 53.26 15,20 210.08 327.2 P1 0 0.00 160 50 0 0.00 287 0,00 0,00 0.00 0,00 219.08 327.2 P2 0 0.00 0 0 0 0.00 267 0.00 0.00 0.00 219.08 327,2 TOTAL 1519.79 99 45 06.25 15.93 722.45 2.08 0.00 150.69 88.39 219.08 327,2 AVO AVG BIC WALL (P5F) 15 FLOOR H (FT) TRI, A (FT2) DL (PSF) 11 (1359 WALL. L (FT) WALL 131 (Kips) COL (PLF) COL DL (kips) BM DL (kips) P -0L (kips) p4.L (kips) PD•L(Klps) Pu (kips) ROOF 0 268.43 20 25 23 0 37.89 0 5.37 6,71 12.08 18.9 F4 15 363.17 85.5 50 23 5,18 37.69 0.57 36,79 18.16 67.03 101.3 F3 13 363.17 85.5 50 23 4.49 37.89 0.49 38,03 18.16 121,21 182.8 F2 13 363.17 85.5 50 23 4,49 37.69 0.49 36,03 18.16 175,40 263.9 F1 14.17 363.17 100 50 23 4.89 37.69 0.53 7.11 70,64 18.16 264,20 393.7 P1 9.33 363.17 160 60 0 0.00 267 2,49 7.11 67,71 18,16 350.06 519.3 P2 9.33 363.17 0 0 0 0.00 • 287 2.48 2.49 0.00 352,55 522.8 TOTAL 2447.45 104 40 115 19.03 722,45 7.06 14.22 255,05 97.50 352.65 522,8 AVG AVG 810 WALL (P8F) 15 FLOOR H (FT) TRI. A (FT2) DL (PSF) LL (PSF) WALL L (FT) WALL DL (Kips) COL (PLF) COL DL (kips) BM DL (kips) P -DL (kips) P4.L (kips) P D+L(Klps) Pu (kips) ROOF 0 359.22 20 25 23 0 37.89 0 7.18 8.98 16.17 25.3 F4 15 359.22 65.5 60 23 5.18 37,69 0.67 36,45 17.96 70.58 106.9 F3 13 359.22 85.5 50 23 4.49 37,69 0.49 35.89 17,96 124.23 167,4 F2 13 359.22 85.5 50 23 4,49 37.69 0,49 35,69 17,96 177,88 267.9 F1 14,17 359.22 160 50 23 4.89 37.89 0,53 7.11 70.01 17.96 265.85 396.4 P1 9.33 359.22 160 50 0 0,00 267 2.49 7.11 67.08 17.96 350.89 520,9 P2 9.33 0.00 0 0 0 0.00 267 2.49 2.49 0,00 353.35 524.4 TOTAL 2155.34 118 46 115 19,03 722.45 7.06 14.22 254,59 98,79 353.38 524.4 AVG AVO 118 WALL (P8F) 16 FLOOR 11 (FT) TILL A (F72) 01 (PSF) LL (PSF) WALL LIFT) WALL 01. (Kips) COL (PLF) COL DL (kips) BM DL (kips) P-DL (kips) PILL (kips) P_O$L(KIpI) Pu (kips) ROOF 0 0.00 20 25 25,1 0 37,69 0 0,00 0,00 0.00 0.0 F4 15 0.00 85.5 60 25.1 5,65 37.89 0.57 8.21 0.00 6.21 5.7 F3 13 0.00 85.5 50 25.1 4.89 37.69 0.49 5,38 0,00 11.60 16.2 F2 13 48.69 85.5 50 25,1 4.80 37.09 0.49 0.55 2.43 23.55 33,7 F1 14.17 146.06 160 60 25,1 5.34 37.69 0.53 7.11 36.35 7.30 67,23 97.0 P1 9,33 146.06 160 60 0 0,00 287 2.49 7.11 32.97 7.30 107.50 155,6 P2 9.33 0.00 0 0 0 0.00 267 2.49 2.49 0.00 109,99 159,1 TOTAL 340.80 273 50 125,5 20.77 722.45 7,06 14.22 92.95 17,04 109,99 159.1 AVG AVO 7.610 WALL. (PSF) 15 FLOOR 11 (FT) TRI, A (FT2) 0L (PSF) LL (PSF) WALL L (FT) WALL DL (Kips) COL (PLF) COL DL (kips) BM DL (kips) P-DL (kips) PAL (kips) P_OIL4K1ps) Pu (kips) ROOF 0 0.00 20 25 0 0 37.89 0 0.00 0.00 0.00 0.0 F4 15 134.30 85.5 50 23 5.18 37.69 0.57 17.22 6.72 23.94 35.5 F3 13 179.63 85.5 60 25 4.88 37.59 0.49 20.72 6.98 53.54 791 F2 13 302.97 85.5 50 25 4.88 37.69 0.49 31.27 15.15 100.06 149.3 F1 14.17 359.22 180 50 25 5.31 37.69 0.53 7.11 70.43 17.96 188.15 278.5 P1 9.33 359.22 160 50 0 0.00 287 2,49 7.11 61.08 17.96 273.49 402,9 P2 9.33 0.00 0 0 0 0.00 . , 267 2.49 2.49 0.00 275,98 406,4 TOTAL 1335.35 157 50 96 20.24 722.45 7.06 14.22 209.22 68,77 276.96 408,4 AVG AVG Page 1 = 3"'''(4 19 PQ'", t341.-= 1i K nod. .✓IT '—` Kowa ma n4 WWY WO v pl i IM{ • In f411 H. M WWI _ 4R .N. WS. 4t "II ®' S1IV13O S11VM ONINIVlJd ,.r../.W ' I44..r4. 8 ONIO1Ifl )INVd JOIJJO M3IA OLIIDVd NOW.V110d11O3 AHUYS =c li a �.J 1 la MYtlign= iJ a 135 4y ) •-- -ctatT �Ir -44pw- -- =iii u.•r.e IL .0.1/11 ad! tiaK Rtli, Ara a ER f t 1 1' 4 4 1_ I 1 1 4 4 4 4 4. 1 41 41 A 4 4 -/L •a, aw p run 04* • — re 1..f1 M.n w•t- .1 IN "" O "°""°° S1IVI30 ST1VM ONINIV138 ""''""""" """" 0 (INV 0 SONIUlinlO ![MMtI. 1rtA nsl)INVd 301JJ0 MJIA OIJIOVd U N*AU IA.1*V�N f+*IdN oa A HUMS 111 mrfmiu ex armamr/r/nirivJ 1Q aAa xq I: �u �Q irb ya b 5 a" gg F 7 t I I • fr Z ba I t I I, { i 33 y.a c..-: aa' " 1.<1. � • • (� Q '- i 12 k ig b + 9 a:— as r0 (� Q i a IM 0 6 �' e[f1�, b b b fill ig : t a: ■■ as - i a .t� ...rill h_ it II ci • f` s cc ram '^^alrcw 10 ki f' 4 _ — - _ 70.7%.1.1,77v1 ow • a. Rol Ine 1. V1n Col MI On 1.$ MIS ,as -/ (3) IHNILIJO3 WoRI ...Mo. • ..".7 finking - Kan • MIN ITI38 RaVHD SONinne )IHYd 3011d0 MIA OIAIOVd Nouvuodfloa AHRVS 4 .17 ;i 4 1, g DI a (. c c r. c 1' -2" CONC. #5 @ 12" Vert @ Edge' ( #5 @ 18" Horiz ( (. (. #4 HORIZ. AS SHOWN c c CPR= 1350 # (. (. • P-s-15 2546 psf i OSNELSON- BOURDAGES, INC( P.S. ( 51.2 6TH ST, STE 200 KIRKLAND, WA 98033 r-" Title: PctFIC VIEW OFFICE PA K Descr: LINE A RETAINING WALL Page of Job II: 98019 By :S /R Date: 9/02/98 RetainPro 3.1B(c)1994 File:98019.RPF CANTILEVERED RETAINING WALL DESIGN Pg 1 of 2 SOIL DATA Allowable Bearing = 5,000 psf Active Lateral EFP = 40.0 psf ....Slope Active = 0.0 psf ..Active Press Limit = N/A psf Bkfil.l Slope(0= level)= 0.0:1 Passive Lateral = 300 pcf Soil I)enstty = 11.0.0 pcf Soil Ht over Toe = 6.0 in ADDED LATERAL LOADS Lateral Load Acting On Stem Above Soil. = 0.00 psf Addd'l. Lateral. Load ...height to stop ...height to start Retained Height Wall Ht. above soil. = Total Wall. Height = Key Depth Key Width Key Dist. to Toe 0.0 plf 0.00 ft 0.00 ft ADDED VERTICAL LOADS Axial DL on Stem = 0 plf Axial LL on Stem = 0 plf ..Ecc Left of Stem CL = 0.00 in Surcharge over Toe = 0.0 psf Surcharge over Heel = 0.0 psf Using Surcharge to resist overturning @ Heel No @ Toe No ADJACENT FOOTING Vertical load = 0 plf ..Ecc. (Toe side +) = 0.00 in Footing Width (perp) = 0.00 ft Face Top Stem to Ftg. CL= 0.00 ft Ftg. Base Above /Below Soil At Wall Face [ + / -] = 0.00 ft Footing Type WALL & FOOTING DATA = 7.48 ft Toe Width 0.50 ft Heel Width 7.98 ft = 0.00 in = 0.00 in Thickness = 0.000 ft : Square Total Width SUMMARY Pressure @ Toe = 2,546 psf Factors of Safety: Pressure @ Heel. = 0 psf Overturning = Allowable Press. = 5,000 psf Sliding = Eccentricity = 13.14 in Allowable Shear = Resultant Outside Middle Third 1 -Way Shear @ Toe = Note: Pv Not Used for Soil Pres. 1 -Way Shear @ Heel = 2.00 ft 2.33 ft 4.33 ft = 30.00 in 1.68 :1 1.65 :1 76.03 psi 0.0 psi 6.0 psi SLIDING CHECK Ftg /Soil Friction = 0.400 Tot Lateral Force *1.5 = 2,718.0 b Soil @ Toe Not Used = 0.00 in (- )Passive Pressure = 1,350.0 11 Factor of Safety = 1.65 (- )Friction = 1,635.0 11 Add'l Force Req'd = 0.0 /1 FOOTING DESIGN (Using ACT Factors) - -- Toe - -- -- Heel -- f'c = 2,000 psi. AC.I 9.1 Pressure = 3,565 0 psi' I"y = 60,000 psi Mu - Upward = 5,649 0 ft -11 Upward soil pres. used on heel Mu - Downward = 1,204 Mu - Design = 4,445 One -Way Shear: vu = 0.00 vn= 2(f'c)1/2 *.85= 76.03 Rebar CL To Edge = 3.50 Depth to steel = 26.00 Ru = Mu /bd "2 = 0.0 Min. Rebar Ratio = 0.0018 1,135 ft -N 1,135 ft -y 6.02 psi 76.03 psi 2.50 in 27.00 in 0.0 Rebar Choices Toe(bot) Heel(top) #4 @Not Reqd in Not Reqd in N5 @Not Reqd in Not Reqd in 116 @Not Reqd in Not Reqd in w7 @Not Reqd in Not Reqd in 118 @Not Reqd in Not Reqd in #9 @Not Reqd in Not Reqd in #10 @Not Reqd in Not Reqd in OSNELSON- BOURDAGES, INC� P.S. 512 6TH ST, STE 200 Descr: LINE A RETAINING WALL K.IRKLAND, WA 98033 Page of Job II: 98019 By:S /R Date: 9/02/98 RetainPro 3.18(c)1994 File:98019.RPF STEM DESIGN (Values shown for concrete stems have been factored) Pg 2 of 2 Descending Stem Sections, Highest @ Left - Stem Construction Data Highest (use columns from left to right) ile-s 7 Title: Pl ;TFIC VIEW OFFICE PARK I� DESIGN HT. ABOVE FTG. = 0.00 ft WALL TYPE ABOVE HT. :Concrete Thickness (nominal) = 14.00 in Rebar Size = ## 5 Rebar Spacing = 12.00 in Rebar Placed at Edge DESIGN DATA fb /Fb + fa /Fa = 0.286 Lateral Load @ Design Ht = 1,894 11 MOMENT Actual = 4,742 ft - ## Allowable = 16,576 ft -## SHEAR Actual = 12.95 psi Allowable = 93.11 psi Embedment Length Req'd = 6.00 Wall. Weight = 175.0 psf Rebar Placed at Depth 'd'= 12.19 in MASONRY DATA f ' m = psi t4 psi Grouting Special. Inspection . n : Es / Em = Short Term Increase = CONCRETE DATA f'c = 3,000 psi Fy = 60,000 psi SUMMARY OF FORCES & MOMENTS 1- Overturning Moments -;- Resisting Moments -; Origin of Force: 0 ft ft -# N ft ft -II Heel Active Press. = 1,992 3.33 6,627 Soil over Heel = Toe Active Press. = -180 1.00 -180 Soil over Toe = Sloped Soil @ Heel = Adjacent Ftg. Load = 0 0.00 Surcharge @ Heel = Surcharge @ Toe = 0 0.00 Axial Load on Wall = Load @ Proj. Wall = 0 0.00 Averaged Stem Wts. = .1,397 2.58 3,608 Earth Behind Stem = 0 0.00 0 0 0 0 0 957 3.75 3,588 110 1.00 110 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 Added Lateral Load = 0 0.00 Footing Weight = Key Weight = Vert. Componant of = Active Press. TOTALS = 1,812 1,624 2.17 3,515 0 0.00 0 0 0.00 0 6,447 4,087 Totals used for Soil Pressure, Pv'Not Included= 4,087 10,821 10,8210S c 0-o( 5 C. C C c Cr. C. C C.. /1 l.. C. C. C /C 4 C C C C 12.in Conc wI #6 @ 12.in de I6.in Cone w /#IO@ I2.inde Designer nelect all horiz, reinf. See Appendix A '46-2 1/2" '4-'2 3/4" 18' -5" 2' -G" :,. ,(;,;,,^; s�.}• r" y: r�.' el:,; o-" s1,' �' i,: .. ti; 4�r��-(; v3ts ,�v�;t�G'�;�n.)rrlrf;�'�iiY�,. 5' -5" 1 Nelson - Bourdages Retaining Wall Design /zs Title ; :fic•View Building B Job # . „u19 Dsgnr: RB Date: DEC 21,1998 Description.... Line B Wall Cantilevered Retaining Wall Design RetainPro V5.0.1 (c) 1989 -98 ENERCALC {Criteria Retained Height Wall height above soil Slope Behind Wall Height of Soil over Toe Soil Density Wind on Stem Design Summary Total Bearing Load ...resultant ecc. 18.42 ft 0.50 ft 0.00: 1 = 0.00 in 110.00 pcf Soil Data Allow Soll Bearing = 5,000.0 psi Equivalent Fluid Pressure Method Heel Active Pressure = 40.0 psf Toe Active Pressure = 0.0 pcf Passive Pressure = 300.0 pcf Water height over heel = 0.0 ft FootingllSoil Friction = 0.400 0.0 psi Soil height to ignore for passive pressure = 0.00 in Soil Pressure © Toe = Soil Pressure © Heel = 26,100 lbs 22.06 in 3,712 psf OK 304 psf OK Allowable = 5,000 psf Soil Pressure Less Than Allowable ACI Factored © Toe = 4,304 psf ACI Factored © Heel = 352 psf [Stem Construction Design height Wall Material Above "Ht" Thickness Reber Size Rebar Spacing Reber Placed at Design Data Footing Shear © Toe = 29.4 psi OK Footing Shear © Heel = 40.3 psi OK Allowable = 93.1 psi Wall Stability Ratios Overturning = 2.99 OK Sliding = 1.30 Ratio < 1.51 Sliding Calcs (Vertical Component Used) Lateral Sliding Force = 3,750.4 lbs less 100% Passive Force= - 937.5 Ibs Tess 100% Friction Force = - 10,440.2 Ibs Added Force Req'd = 0.0 lbs OK ....for 1.5:1 Stability = 1,747.9 Ibs NG LFooting Design Results Toe Heel Factored Pressure - 4,304 352 psi Mu' : Upward = 47,466 22,841 ft4 Mu' : Downward - 6,563 74,694 ft-# Mu: Design = 40,904 51,853 ft-# Actual 1 -Way Shear = 29.45 40.32 psi Allow 1 -Way Shear = 93.11 93.11 psi Toe Reinforcing = # 7 © 12.75 In Heel Reinforcing = # 7 © 12.25 in Key Reinforcing = # 5 11.50 in Summa of Overturnin ! & Resistin fb /FB + fa /Fa Total Force (c ) Section Moment....Actual Moment Allowable Shear Actual Shear Allowable Bar Embed ABOVE Ht. Bar Embed BELOW Ht. Wall Weight Reber Depth 'd' Masonry Data fm Fs Solid Grouting Special Inspection Modular Ratio 'n' Short Term Factor Equiv. Solid Thick. Masonry Block Type = Concrete Data fc Fy [Footing Strengths & Dimensions a Top Stem Stem OK ft = 8.00 = Concrete = 12.00 _ # 6 12.00 Edge fc = 3,000 psi Min. As % Toe Width Heel Width Total Footing Width Footing Thickness Fy = 60,000 psi 0.0018 5.00 ft 8.00 13.00 = 30.00 In Key Width = 18.00 In Key Depth = 0.00 in Key Distance from Toe = 0.00 ft Cover © Top = 2.00 in (i0 Btm.= 3.00 in 2nd Stem OK 0.00 Concrete 16.00 # 10 12.00 Edge = 0.696 0.998 Ibs = 3,689.5 11,532.3 ft-4= 12,811.1 70,796.9 ft-#= 18,415.0 71,085.3 psi = 31.9 71.9 psi = 107.5 107.5 in = 12.00 35.41 in = 12.00 19.08 psf = 150.0 200.0 in = 9.63 13.38 psi = psi = _ Medium Weight psi = 4,000.0 psi= 60,000.0 4,000.0 60,000.0 UtKef Acceptable Si.ea ti Spacings Toe: #4© 4.25 In, #5© 6.50 In, #6@ 9.25 in, #7© 12.75 In, #8© 16.75 In, #9© 21.0 Heel: #4© 4.25 In, #5© 6.50 in, #6@ 9.00 In, Pe 12.25 In, #8© 16.00 in, #9@ 20.2 Key: Not req'd, Mu < S • Fr Forces & Moments Item OVERTURNING Force Distance Ibs ft Heel Active Pressure = 8,750.4 6.97 Toe Active Pressure = Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load © Stem Above Soll = 0.83 Moment ft-0 61,010.8 Total = 8,750.4 O.T.M. = 61,010.8 Resisting(Overtuming Ratio = 2.99 Vertical Loads used for Soil Pressure = 26,100.5 Ibs Vertical component of active pressure used for soil pressure RESISTING Force Distance Ibs ft Soil Over Heel = Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = Soil Over Toe = Surcharge Over Toe Stem Weight(s) _ Earth © Stem Transitions Footing Weight Key Weight Vert. Component 13,505.8 9.67 3,237.6 382.0 4,875.0 Total is 0.00 5.58 6.17 6.50 0,75 Moment ft-# 130,556.1 18,073,2 2,355,4 31,687.3 22,000.3 Ibs R.M.s 182,672,0 Footing Strengths & Dimensions M C l Nelson - Bourdages Retaining Wail Design Title fc View Building B Job # . .,,19 Dsgnr: RB Descripti'on.... Line B Wall -5 -2 ' Date: DEC 21,1998 Cantilevered Retaining Wall Design RetainPro V5.0.1 (c) 1989-98 ENERCALC [Criteria Retained Height = 18.42 ft Wall height above soil = 0.50 ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 0.00 in Soil Density = 110.00 pcf Wind on Stem = • 0.0 psf [Design Summary Total Bearing Load ...resultant ecc. I [Soil Data = 23,174 Ibs = 28.58 in Sot Pressure © Toe = 4,587 psf Soil Pressure © Heel = 0 psf Allowable = 5,000 psf Soil Pressure Less Than Allowable ACI Factored © Toe = 5,180 psf ACI Factored © Heel = 0 psf Footing Shear © Toe Footing Shear @ Heel Allowable Wall Stability Ratios Overturning Sliding OK OK 34.6 psi OK 41.6 psi OK 93.1 psi 2.28 OK 1.58 OK Allow Soil Bearing = 5,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 40.0 psi Toe Active Pressure Passive Pressure Water height over heel FootingilSoii Friction Soil height to Ignore for passive pressure = 0.00 in = 0.0 pcf = 300.0 pcf = 0.0 ft = 0.400 1 Stem Construction Sliding Cates (Vertical Component Used) Lateral Sliding Force = 8,750.4 Ibs less 100% Passive Force= - 4,537.5 Ibs less 100% Friction Force = - 9,269.7 Ibs Added Force Req'd = 0.0 Ibs OK ....for 1.5:1 Stability = 0.0 Ibs OK L Footing Design Results T_ _Meet Factored Pressure = 5,180 0 psi Mu' : Upward = 54,068 4,581 ft-# Mu' : Downward = 6,563 44,863 ft-# Mu: Design = 47,505 40,282 ft-# Actual 1 -Way Shear = 34.58 41.58 psi Allow 1 -Way Shear = 93.11 03.11 psi Toe Reinforcing = # 7 @ 12.75 in Heel Reinforcing = # 7 © 12.25 in Key Reinforcing = # 5 @ 11.50 in Design height Wall Material Above "Ht" Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data fb!FB + fa /Fa Total Force @ Section Moment....Actual Moment Allowable Shear Actual Shear Allowable Bar Embed ABOVE H Bar Embed BELOW H Wall Weight Rebar Depth 'd' Masonry Data fm Fs Solid Grouting Special Inspection Modular Ratio 'n' ft = Top Stem Stem OK 8.00 Concrete 1 2.00 # 6 12.00 = Edge fc = 3,000 psi Min. As % Toe Width Heel Width Total Footing Width Footing Thickness Fy = Key Width = Key Depth = Key Distance from Toe = Cover @ Top = 2.00In 2nd 60,000 psi 0.0018 5.00 ft 6.50 11.50- 30.00 in 18.00 in 36.00 in 0.00 ft Btm.= 3.00 in Stem OK 0.00 Concrete 16.00 # 10 12.00 Edge Ibs = ft-# = ft-# = psi = psi = t. in = t. In = psf In= psi = psi = 0.696 3,689.5 12,811.1 18,415.0 31.9 107.5 12.00 12.00 150,0 9.63 0.996 11,532,3 70,796.9 71,085.3 71.9 107.5 35.41 19.08 200.0 13.38 Short Term Factor = Equiv. Solid Thick. _ Masonry Block Type = Medium Weight Concrete Data f c psi = 4,000.0 4,000.0 Fy psi= 60,000,0 60,000.0 Other Acceptable Slaw li Spaclago Toe: #4@ 4.25 In, #5© 6.50 in, #6@ 9.25 In, #7@ 12,75 In, #8© 16.751n, #9© 21.0 Heel: #4@ 4.25 in, #5© 6.50 in, #6© 9.00 in, #7@ 12.25 in, #8@ 16.00 in, #9© 20.2 Key: #4@ 7.50 in, #5@ 11.50 in, #6© 16.50 in, #7@ 22.25 in, L Summary of Overturning & Resisting Forces & Moments OVERTURNING Force Distance Moment Ibs ft ft-# item Heel Active Pressure Toe Active Pressure Surcharge Over Toe = Adjacent Footing Load Added Lateral Load Load © Stem Above Soil = 8,750.4 6.97 61,010.8 0.83 Total 8,750.4 O.T.M. = 61,010.8 ResistinglOvertuming Ratio = 2.28 Vertical Loads used for Soil Pressure = 23,174.2 Ibs Vertical component of active pressure used for soil pressure RESISTING Force Distance Ibs ft Soli Over Heel = Sloped Soil Over Heel Surcharge Over Heel = Adjacent Footing Load Axial Dead Load on Stem = Soil Over Toe Surcharge Over Toe Stem Weight(s) Earth Stem Transitions Footing Weight Key Weight Vert, Component 10,467.0 8.92 0.00 1 Moment ft4 93,330.7 3,237.6 5.58 18,073.2 382.0 6.17 2,355.4 4,312.5 5.75 24,796.7 675.0 0.75 506.2 Total ■ 19,074.0 Ibs RM.= 139,062.3 11/20/98 FRI 17:48 FAX 208 281 0920 Sabey Construction Corp E1001 K1 (q -c -ODD a 1;-D3 BEY FACSIMILE TRANSMITTAL. DATE/TIME: 11/20190 04 :47 PM ORIGINAL TO FOLLOW: NO YES, BY: Mail: X Overnight Delivery Courier TO: ,JAMES TONG FIRM: IMIt7 MIPPLi;1'ON, INC, FAX NO,: 425 -141 -'900 PHONE NO.: 425 -14I -3800 FROM: HAYNES LUNI7 PROJECT: PACIPIG VIEW OFFICE PARK Number of pages, including this cover sheet: Transmitting from fax number (206) 281 -0820, Phone (206) 281.8700 Please call Sarah Bruinooge at 281 -6700 If you do not rsoetve all Message: Attached lea Bite Plan for Paol io Wow OMloe Park (whloh we are now °ailing International Aatswtyr Corporate Park) and a schematics section through Building B. I am sending you this information to help orient you for the retaining wall drawings which you are reviewing for the City of Tukwila for Misoelianeoua IMrlmIt #MIMI 1 fir._ Phase call me If you have any question* or require any further information. This facsimile oommunkstlon Is Intended only for Me use OM* Indwtduel or entity tv ■htch It Is eddreseed and mayvuntein information that is privileged and end confidential. If the reader of this cover page is not the addressee, or tree employee or spent of trio edarassee, please bt advised that any dissemination, distribution, or copying of this communiostlun Ib strictly prohibited. If you receive Oils facsimile In error, please natty us Imrr Widely by telephone and mail this facsimile to us et the addntss below. Thank you. wk4FA14RDMI.Wke •ABEY CORPORATION 101 E111ott Avenue West • Suit. 330 • Seattle, WA 80119 • Tel: 301130141700 • Fax 3011/3S1-01130 11/20/98 Sabey Construction Corp IJ 002 1 1 Nr114.M■.. ..MMNNM∎.. ∎ ∎1111M NrNM..inNm..a 1 \ 1 tl \\ ti Noway 4uustruCtlon Corp • o. c November 18, 1998 Mr: Duane Griffin, Building Official City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 Subject: Dear Mr. Griffin; ZN -�t $'- o2Z -01 -o3 Building Permit Plan Review Pacific View Office Park, Concrete Retaining Walls, Buildings 'B' & 'C' (MI98 -0156) Included please find the structural plan revisions and design calculations in response to the November 11, 1998, Plan Review comments of the subject project concrete retaining walls for Buildings 'B' and 'C'. The structural drawings RI through R6 have been revised to include the plan revisions related to the review comments, and have been dated Delta 3 drawings 11/18/98, Plan Check Revisions. Structural drawing details 1/R3 and 1 /R4 have been revised to identify a 1' -0" maximum height of retained soil behind the grid line A retaining walls, buildings 'B' and 'C', above the adjacent interior finished floor elevations. The retained earth at the cantilevered retaining walls on Grid Line A varies in height at the stepped footing locations from 1.75', 4.61', 7.48', and 10.34'. Structural calculations PC -1 through PC -17 are included to address these specific soil retained heights and show the foundation and 12 "conc wall to be adequate to support these heights. 2. A concrete coverage of 1 1/2" has now been specified in Detail 7, 9, and 11 /R6 for the top slab reinforcement at the retaining wall locations. 3. The stirrup reinforcement shown in Detail 11 /R6 has been revised to (8) stirrup legs at 12" o.c. (Av = 3.52 square inches) to comply with the 3,2 square inches per foot calculated on the previously submitted structural calculation sheet PC -11. 4. The vertical reinforcement between Levels P2 and PI has now been identified as 116 at 12 "o.c. each face in Detail 13/R6. 5. Refer to structural calculation sheet PC -18 for the reinforcement design requirements of the 3' -0 "dp by 7' -0" wide footing beneath the concrete shear walls shown in Detail 7/R6. Note that this footing does not clear span between columns NELSON- I3OURDAGES a Division of POggemeyer Design Group, Inc. RECEIVED NOV 2 31888. Letter to Mr. Dunne Griffin Pngc 2 November 18, 1998 of a 27-0" bay as designed in the previous submitted PC-11 calculations. Calculations show the reduced flexural reinforcement of 8-#11 continuous top and bottom footing reinforcement is adequate for the two 19'- 0/19' -6" condition without integral concrete wall above. 6. Refer to the included calculation sheet PC -19 and PC -20 for the reinforcement design requirements of the cast -in -place concrete continuous corbel support at the elevated floor slab. 7. The four 1/9 bar continuous chord reinforcement previously shown in Detail. 13/R6 has been restored to it's original location. Please feel free to contact us if you have any additional questions or require further clarifications. Sincerely, Steven Renck, P.E. for Nelson Bourdages, A Division of Poggemeyer Design Group, Inc. RETAKE OF PREVIOUS D 0 CUMENT Letter to Mr. Duane Griffin Page 2 November 18. 1998 of a 27' -0" bay as designed in the previous submitted PC-11 calculations. Calculations show the reduced flexural reinforcement of 8-#11 continuous top and bottom footing reinforcement is adequate for the two 19'- 0/19' -6" condition without integral concrete wall above. 6. Refer to the included calculation sheet PC -19 and PC -20 for the reinforcement design requirements of the cast -in -place concrete continuous corbel support at the elevated floor slab. 7. The four 119 bar continuous chord reinforcement previously shown in Detail. 1 3/R6 has been restored to it's original location. Please feel free to contact us if you have any additional questions or require further clarifications. Sincerely, Steven Renck, P.E. for Nelson Bourdages, A Division of Poggemeyer Design Group, Inc. Reitl itldlelon November 11, 1998 File No, 24 -98- 022- 012 -02 Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review - Second Submittal Pacific View Office Park Concrete Retaining Walls, Buildings B & C (M198 -0156) Dear Mr. Griffin : -. We reviewed information for the proposed project for compliance with the structural provisions of the 1997 Edition of the Uniform Building Code as adopted and amended by the City of Tukwila, A few of the original review comments (review letter dated September 3, 1998) have not been completely addressed in the second submittal. We have prepared the following revised list of review comments that supersede the original review comments; they outline retraining issues that require additional consideration: 1. The height of the cantilever wall along Grid A ranges from 3.5 feet to 13.6 feet; however, a 7 -foot average wall height was used for design. The wall should be designed for the active soil pressure due to the actual height of retained soil. Calculations qualifying the wall design for the maximum retained soil height should be submitted for our review. 2. The concrete cover for top steel reinforcement should be called out on Details 7, 9, and 11/R6. Minimum concrete cover should be provided per UBC Section 1907.7,1. 3. The footing shown in Detail 11/R6 contains (6) 05 stirrups at 12 inches on center (A,, = 1.86 in2 /ft); however, 3.2 in3 /ft of shear reinforcement is required per calculation page PC -11. r 4, The 'vertical reinforcement for the wall between Levels P2 and PI is not called out in Detail 13/R6. 5. The horizontal footing reinforcement called out in Detail 7/R6 does not correspond to Detail 10/R5. Please coordinate. In addition, if flexural reinforcement for the footing shown in Detail 7/R6 Is less than that shown in Detail 11/R6, supporting calculations should be provided, 6. Calculations qualifying the design of the corbel shown in Detail 13/R6 should be submitted for our review. Enximm Pla' nrn l�ld MIIddIslon, Ins. 7281341h Slink SW Suite 100 Noon. Watknpion 98204 1h: 42S 141.3100 fat 42S 111.3900 Mr. Duane Griffin, Bring Official City of Tukwila November 11, 1998 File No. 24-98- 022- 012 -02 Page 2 7. The chord steel in the top of the wall shown in Detail 13/R6 has been deleted in the revised set of drawings, Please clarify. The review comments listed above should be responded in itemized letter form. We recommend the permit applicant have the Structural Engineer of Record, Nelson - Bourdages, Inc., respond to the above comments and resubmit two copies of revised drawings and one copy of supplemental structural calculations directly to our office. A copy of this letter has been forwarded to the architect for your convenience. Please note that corrections or comments made during the review process do not relieve the project applicant or designer from compliance with requirements of codes, conditions of approval, and permit requirements; nor is the designer relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This plan review check is for general compliance with the Uniform Building Code as it relates to the project. If you have any questions or require any additional clarification, please call. Sincerely, iddleton, Inc. David II; Swanson, P. Project Manager • Ky 'e K. Ya atsuka, ELT. Pla Review Engineer - bjr\wtyplanrevw ukwlln\ BVOI2r2,docybN:kygc cc; Haynes Lund, Sabey Corporation Freihett & Ho Architects, Inc. (fax) NELSON - BOURDAGES Consulting Engineers a Division ofPoggcmcycrDesignGroup ,Inc. 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827.5995 • FAX (425) 828.4850 Made by s , -a k- Date /He -9t, Job No. -/ .0e:// Checked by Date Sheet No. / 1)4_-/ Description Job Name ,r� /'4c /tic_ 1//a/ vF --ie- - k/A-41-S ,,L,e1i1 eti.e5:h ee:',Azre7704, c' 7 4L • /v MEr4 /4/ /N4 4-/, /74S Au /c,o /NG 4 i,vi 51i GLcx.,,e i(.//f77.^,/t/ /1 3, '2_ / EX T�,eia z GiCADE [.E:e/ - %/ 9.. 9 L<r ror' d� G oG F>"NG /YE /4/717-- Fr/vb - �' e. 7c> Gt//AT 2.3 -5'. 6,3-7, 2.2 -Z,3 5,7- S,g 2, 1 t'o, b /Sc/ /i-o/ /VG G.. 4//51-1 EL- C-1/A -770N // e2, 6 9 / X r -/ o,e. 610'.1-,W-. Ed-€t/47 70/V — /l / , e� / / /.5''g - / //0,011 /' 75"/ 5-1.6 //0.09' 48 - 2,7 3.3 —G.7 2,7-2.43 .z- 3.3 G.7- 4.8 ,/ -3.2/ 6.8-61, 7,1 -7.e. / /v7,4 -1 // 7s 107.17/ 7.7s' /01.5'8 /0. S =o Sib Pc'Z- �fiiN f --s G /'Ark Pc--.16 Ali /G A.-13 / / /,g4' /' /0-7 , 2-3/ " /1 pe-z pti.H ,4 s S"4-v• /1 -(./ S /-0 /0Z 6 ail /id Pc. `1 OSNELSON- BOURDAGES, 5.12 6TH ST, STE 200 KIRKLAND, WA 98033 �" "4-2_ Title: PA& :SIC VIEW OFFICE PARK Descr: LOADING DOCK RETAINING WALL Page of Job 1/: 98019 By:S /R Date: 9/02/98 RetainPro 3.1B(c)1994 File:98019.RPF CANTILEVERED RETAINING WALL DESIGN Pg 1 of 2 SOIL DATA Allowable Bearing = 5,000 psf Active Lateral EFP = 40.0 psf ....Slope Active = 0.0 psf ..Active Press Limit = N/A psf I3kfil.l Slope(0= level)= 0.0:1 Passive Lateral = 300 pcf Soil Density = 110.0 pcf Soil Ht over Toe = 6.0 in ADDED LATERAL LOADS Lateral Load Acting On Stem Above Soil = 15.00 psf Add'l Lateral Load ...Height to stop ...height to start ----� Retained Height = Wall Ht. above soil = Total Wall Height = Key Depth Key Width I<ey Dist. to Toe 0.0 plf 0.00 ft 0.00 ft ft 2.25 ft = 0.00 in = 0.00 in = 0.000 ft Pressure @ Toe Pressure @ heel Allowable Press. ADDED VERTICAL LOADS Axial DL on Stem = 0 pif Axial LL on Stem = 0 Of ..Ecc Left of Stem CL = 0.00 in Surcharge over Toe = 0.0 psf Surcharge over Heel = 0.0 psf Using Surcharge to resist overturning @ Heel No @ Toe No ADJACENT FOOTING Vertical load = 0 pif ..Ecc. (Toe side +) = 0.00 in Footing Width (perp) = 0.00 ft Face Top Stem to Ftg. CL= 0.00 ft Ftg. Base Above /Below Soil At Wall Face [ + / -] = 0.00 ft Footing Type : Square & FOOTING DATA Toe Width Heel Width SUMMARY Total Width Thickness 2.67 ft = 2.33 ft = 5.00 ft = 36.00 in 584 psf Factors of Safety: 612 psf Overturning = Sliding = = 5,000 psf Eccentricity = 0.24 in Allowable Shear = Resultant Within Middle Third 1 -Way Shear @ Toe = Note: Pv Not Used for Soil Pres. 1 -Way Shear @ Heel = 17.16 :1 14.19 :1 76.03 psi 0.0 psi 0.2 psi SLIDING CHECK Ftg /So.il Friction = 0.400 Tot Lateral Force *1.5 = Soil @ Toe Not Used = 0.00 in (- )Passive Pressure = Factor of Safety = 14.19 (- )Friction = Add'l Force Req'd = FOOTING DESIGN (Using AC1 Factors) - -- Toe - -- -- Heel -- f'c = AC] 9.1 Pressure = 818 Mu - Upward = 0 Mu - Downward = 0 Mu - Design = 85 One -Way Shear: Mu =Stem! vu = 0.00 vn= 2(f'c)1/2 *.85= 76.03 Rebar CL To Edge = 3.50 Depth to steel = 32.00 Ru = Mu /bd "2 = 0.0 Min. Rebar Ratio = 0.0018 857 psf 761 ft -11 796 ft -11 34 ft -11 0.16 psi 76.03 psi 2.50 in 33.00 in 0.0 320.6 11 1,837.5 it 1,196.1 11 0.0 11 2,000 psi Fy = 60,000 psi Upward soil pres. used on heel Rebar Choices Toe(bot) Heel(top) 114 @Not Reqd in Not Reqd in 115 @Not Reqd in Not Reqd in 116 @Not Reqd in Not Reqd in 117 @Not Reqd in Not Reqd in 118 @Not Reqd in Not Reqd in N9 @Not Reqd in Not Reqd in #10 @Not Reqd in Not Reqd in .0SNELSON- BOURDAGES, INC.( '.S. �c -3 Title: PA( 'IC VIEW OFFICE PARK 512' 6TH ST, STt? 200 Descr: LOADING DOCK RETAINING WALL KIRKLAND, WA 98033 Page of Job 11: 98019 By:S /R Date: 9/02/98 RetainPro 3.113(c)1994 Fi.le:98019.RPF STEM DESIGN (Values shown for concrete stems have been factored) Pg 2 of 2 Descending Stem Sections, Highest @ Left - Stem Construction Data Highest (use columns from left to right) DESIGN HT. ABOVE FTG. = 0.00 WALL TYPE AI30VE HT. :Concrete Thickness (nominal) = 12.00 Rebar Size = 11 6 Rebar Spacing = 12.00 Rebar Placed at Center DESIGN DATA fb /Fb + fa /Fa = 0.008 Lateral Load @ Design Ht = 108 MOMENT Actual. = 85 Allowable = 11,023 SHEAR. Actual = 1.51 Allowable = 93.11 Embedment Length Req'd = 6.00 Wall Weight = 150.0 Rebar Placed at Depth 'd'= 6.00 MASONRY DATA ft in in 11 ft -11 ft -ll psi psi psf in f'm = psi Fs = psi Grouting Special Inspection n : Es / Em = Short Term Increase = CONCRETE DATA f'c = 3,000 psi Fy = 60,000 psi SUMMARY OF FORCES & MOMENTS Origin of Force: - Overturning Moments -;- Resisting Moments N ft ft -ll 11 ft ft -ll Heel Active Press. = 451 1.58 714 Soil over Heel = 256 4.34 1,110 Toe Active Press. = -245 1.17 -286 Soil over Toe = 147 1.34 196 Sloped Soil. @ Heel = 0 0.00 0 Adjacent Ftg. Load = 0 0.00 0 0 0.00 0 Surcharge @ Heel = 0 0.00 0 Surcharge @ Toe = 0 0.00 0 0 0.00 .0 Axial Load on Wall = 0 0 0.00 0. Load @ Proj. Wall = 8 5.00 38 Averaged Stem Wts. = 338 3.17 1,070 Earth Behind Stem = 0 0.00 0 Added Lateral Load = 0 0.00 0 Footing Weight = 2,250 2.50 5,625 Key Weight = 0 0.00. 0 Vert. Componant of = 0 0.00 0 Active Press. TOTALS = 214 466 2,990 8,001 Totals used for Soil Pressure, Pv Not Included= 2,990 • 8,0010S CONC. • 1 .. -'. �{ • M6 C+ 12" Vert f *5 Co 18" Horiz ..,.Q w N4 HORIZ. AS SHOWN .... ...................71, 13�' 1••o" Pp= 1838 11 4- •OSNELSON- BOURDAGES, 5'1.2 6'Ili ST, STE 200 KIRKLAND, WA 98033 Title: PA '?IC VIEW OFFICE PARK' ' Descr: LOADING DOCK RETAINING WALL Page of Job 11: 98019 By:S /R Date: 9/02/98 RetainPro 3.1B(c)1994 File:98019.RPF CANTILEVERED RETAINING WALL DESIGN Pg 1 of 2 SOIL DATA Allowable Bearing = Active Lateral EFP = ....Slope Active = ..Active Press Limit = Bkfill Slope(0= level)= Passive Lateral = Soil. Density = Soil Ht over Toe = 5,000 psf 40.0 psf 0.0 psf N/A psf 0.0:1 300 pcf 110.0 pcf 6.0 in ADDED LATERAL LOADS Lateral Load Acting On Stem Above Soil = 15.00 psf Add'l Lateral Load ...height to stop ...height to start = 0.0 plf 0.00 ft 0.00 ft --� Retained Height = Wall IIt. above soil = Total Wall Height = Key Depth Key Width Key Dist. to Toe 5.11 ft 0.00 in Total Width = 5.00 ft = 0.00 in Thickness = 36.00 in = 0.000 ft SUMMARY - - - - -• ADDED VERTICAL LOADS Axial DL on Stem = 0 plf Axial LL on Stem = 0 plf ..Ecc Left of Stem CL = 0.00 in Surcharge over Toe = 0.0 psf Surcharge over Heel = 0.0 psf Using Surcharge to resist overturning @ Heel No @ Toe No ADJACENT FOOTING Vertical load = 0 plf ...Ecc. (Toe side +) = 0.00 in Footing Width (perp) = 0.00 ft Face Top Stem to Ftg. CL= 0.00 ft Ftg. Base Above /Below Soil At Wall Face [+/-] = 0.00 ft Footing Type • : Square & FOOTING DATA Toe Width = 2.67 ft Heel Width = 2.33 ft Pressure @ Toe = 1,039 psf Pressure @ Heel = 496 psf Allowable Press. = 5,000 psf Eccentricity = 3.54 in Resultant Within Middle Third Note: Pv Not Used for Soil Pres. Factors of Safety: Overturning = Sliding = Allowable Shear = 1 -Way Shear @ Toe = 1 -Way Shear @ Heel = 4.12 :1 3.66 :1 76.03 psi 0.0 psi 1.8 psi SLIDING CHECK Ftg /Soil Friction = 0.400 Tot Lateral Force *1.5 = 1,381.1 11 Soil @ Toe Not Used = 0.00 in (- )Passive Pressure = 1,837.5 11 Factor of Safety = 3.66 (- )Friction = 1,535.1 11 Add'l Force Req'd = 0.0 11 FOOTING DESIGN (Using ACI Factors) - -- Toe - -- -- Heel -- f'c = 2,000 psi ACI 9.1 Pressure = 1,455 695 psf Fy = 60,000 psi Mu - Upward = 0 674 ft -11 Upward soil pres. used on heel Mu - Downward = 0 Mu - Design = 1,171 One -Way Shear: Mu =Stem! vu = 0.01 vn= 2(f'c)1/2 *.85= 76.03 Rebar CL To Edge = 3.50 Depth to steel = 32.00 Ru = Mu /bd "2 = 0.0 Min. Rebar Ratio = 0.0018 1,185 ft -il 511 ft -11 1.83 psi 76.03 psi 2.50 in 33.00 in 0.0 Rebar Choices Toe(bot) Heel(top) 114 @Not Reqd in Not Reqd in 1/5 Not Reqd in Not Reqd in %16 @Not Reqd in Not Reqd in 117 @Not Reqd in Not Reqd in #8 @Not Reqd in Not Reqd in N9 @Not ttegd in Not Reqd in 1110 @Not Reqd in Not Reqd in OSNELSON - BOURDAGES, INC. '.S. Title: PA( ..TC VIEW OFFICE PARK 512 6TH ST, STE 200 Descr: LOADING DOCK RETAINING WALL KIRKLAND, WA 98033 Page of Job 11: 98019 By:S /R Date: 9/02/98 RetainPro 3.1B(c)1994 File:98019.RPF STEM DESIGN (Values shown for concrete stems have been factored) Pg 2 of 2 Descending Stem Sections, Highest @ Left - Stem Construction Data Highest (use columns from left to right) Pc.-7 DESIGN HT. ABOVE FTG. = 0.00 ft WALL TYPE ABOVE HT. : Concrete Thickness (nominal) = 12.00 in Rebar Size = 11 6 Rebar Spacing = 12.00 in Rebar Placed at Center DESIGN DATA fb /Fb + fa /Fa = 0.106 Lateral Load @ Design It = 727 11 MOMENT Actual = 1,171 ft-ii Allowable = 11,023 ft-4 SHEAR Actual = 10.09 psi Allowable = 93.11 psi Embedment Length Req'd = 6.00 Wall Weight = 150.0 psf Rebar Placed at Depth 'd'= 6.00 in MASONRY DATA fpm = psi Fs = psi Grouting Special Inspection . • n : Es / Em = Short Term Increase = CONCRETE DATA f'c = 3,000 psi Fy = 60,000 psi SUMMARY OF FORCES & MOMENTS :- Overturning Moments -;- Resisting Moments -: Origin of Force: 11 ft ft -ll 11 ft ft -11 Heel Active Press. = 1,158 2.54 2,938 Soil over Heel = 674 4.34 2,924 Toe Active Press. = -245 1.17 -286 Soil over Toe = 147 1.34 196 Sloped Soil @ Heel = 0 0.00 0 Adjacent Ftg. Load = 0 0.00 0 0 0.00 0 Surcharge @ Heel = 0 0.00 0 Surcharge @ Toe = 0 0.00 0 0 0.00 0 Axial Load on Wall = 0 0 0.00 0 Load @ Proj. Wall = 8 7.86 59 Averaged Stem Wts. = 767. 3.17 2,430 Earth Behind Stem = 0 0.00 0 Added Lateral Load = 0 0.00 0 Footing Weight = 2,250 2.50 5,625 Key Weight = 0 0.00 0 Vert. Componant of = 0 0.00 0 Active Press. - - -- - -- TOTALS = 921 2,711 3, 838 11,175 Totals used for Soil Pressure, Pv Not Included= 3,838 11,1750S 1' -0" CONC. #6 @ 12" Vert A CL #5 @ 18" Horiz *4 HORIZ. AS SHOWN OSNELSON- BOURDACES, 512 6TH S'1', STE 200 KIRKLAND, WA 98033 P- io Title: PAC( IC VIEW OFFICE PARK Descr: LOADING DOCK RETAINING WALL Page of Job N: 98019 By:S /R Date: 9/02/98 RetainPro 3.1.B(c)1994 File:98019.RPF CANTILEVERED RETAINING WALL DESIGN Pg 1 of 2 SOIL DATA Allowable Bearing - 5,000 psf Active Lateral. EFP = 40.0 psf ....Slope Active = 0.0 psf ..Active Press Limit = N/A psf Bkfill Slope(0= .level)= 0.0:1 Passive Lateral = 300 pcf Soil Density = 110.0 pcf Soil Ht over Toe = 6.0 in ADDED LATERAL LOADS Lateral Load Acting On Stem Above Soil. = 15.00 psf Add'l Lateral Load ...height to stop ...height to start Retained Height Wall Ht. above soil Total Wall Height Key Depth Key Width Key Dist. to Toe = 0.0 plf 0.00 ft 0.00 ft ADDED VERTICAL LOADS Axial DL on Stem = Axial LL on Stem = ..Ecc Left of Stem CL = Surcharge over Toe = Surcharge over Heel = Using Surcharge to resist overturning @ Heel No @ Toe No ADJACENT FOOTING Vertical load = 0 plf ..Ecc. (Toe side +) = 0.00 in Footing Width (perp) = 0.00 ft Face Top Stem to Ftg. CL= 0.00 ft Ftg. Base Above /Below Soil At Wall Face [ + / -] , = 0.00 ft Footing Type : Square & FOOTING DATA Toe Width Heel Width 0 plf 0 plf , 0.00 in 0.0 psf I 0.0 psf 7.98 ft 0.00 in 0.00 in = 0.000 ft Pressure @ Toe Pressure @ Heel Allowable Press. SUMMARY 2.67 ft = 2.33 ft Total Width = 5.00 ft Thickness = 36.00 in = 2,126 psf Factors of Safety: 0 psf Overturning = 1.92 :1 = 5,000 psf Sliding = 1 90 :1 Eccentricity = 12.36 in Allowable Shear = 76.03 psi Resultant Outside Middle Third 1 -Way Shear @ Toe = 0.0 psi Note: Pv Not Used for Soil Pres. 1 -Way Shear @ Heel = 5.5 psi SLIDING CHECK Ftg /Soil Friction = 0.400 Tot Lateral Force *1.5 = 2,938.7 11 Soil @ Toe Not Used = 0.00 in (- )Passive Pressure = 1,837.5 H Factor of Safety = 1.90 (- )Friction = 1,875.3 11 Add'l Force Req'd = 0.0 11 FOOTING DESIGN (Using ACI Factors) - -- Toe - -- -- Heel -- f'c = 2,000 psi ACI 9.1 Pressure = 2,977 0 psf Fy = 60,000 psi Mu - Upward = 0 46 ft -i1 Upward soil pres. used on heel Mu - Downward = 0 1,576 ft -11 Mu - Design = 4,840 1,530 ft-ii One -Way Shear: Mu =Stem! vu = 0.02 5.52 psi vn= 2(f'c)1/2 *.85= 76.03 76.03 psi Rebar CL To Edge = 3.50 2.50 in Depth to steel = 32.00 33.00 in Ru = Mu /bd "2 = 0.0 0.0 Min. Rebar Ratio = 0.0018 Rebar Choices Toe(bot) Heel(top) 114 @Not Reqd in Not Reqd in 115 Not Reqd in Not Reqd in 116 @Not Reqd in Not Reqd in N7 @Not Reqd in Not Reqd in a8 @Not Reqd in Not Reqd in N9 @Not Reqd in Not Reqd in 1110 @Not Reqd in Not Reqd in OSNELSON - BOURDAGES, INC. ''.S. Title: PA `7IC VIEW OFFICE PARK 512 6TH ST, STE 200 Descr: LOADING DOCK RETAINING WALL KIRKLAND, WA 98033 Page of Job 1/: 98019 By:S /R Date: 9/02/98 RetainPro 3.1B(c)1994 File:98019.RPF STEM DESIGN (Values shown for concrete stems have been factored) Pg 2 of 2 '- Descending Stem Sections, Highest @ Left -; Stem Construction Data Highest (use columns from left to right) DESIGN HT. ABOVE FTG. = 0.00 ft WALL TYPE ABOVE HT. :Concrete Thickness (nominal) = 12.00 in Rebar Size = y 6 Rebar Spacing = 12.00 in Rebar Placed at Center DESIGN DATA fb /Fb + fa /Fa = 0.439 Lateral Load @ Design Ht = 1,907 /1 MOMENT Actual = 4,840 ' ft-ft Allowable = 11,023 ft -I{ SHEAR Actual = 26.48 psi Allowable = 93.11 psi Embedment Length Req'd = 6.00 Wall Weight = 150.0 psf Rebar Placed at Depth 'd'= 6.00 in MASONRY DATA f'm = psi Fs = psi Grouting Special Inspection n : Es / Em = Short Term Increase = CONCRETE DATA f'c = 3,000 psi Fy = 60,000 psi SUMMARY OF FORCES & MOMENTS - Overturning Moments -1- Resisting Moments - Origin of Force: N ft ft -f1 N ft ft-ft Heel Active Press. = 2,197 3.49 7,673 Soil over Heel = Toe Active Press. = -245 1.17 -286 Soil over Toe = Sloped Soil @ Heel = Adjacent FLg. Load = 0 0.00 Surcharge @ Heel = Surcharge @ Toe = 0 0.00 Axial Load on Wall = Load @ Proj. Wall = 8 10.73 Averaged Stem Wts. = 1,197 3.17 3,794 Earth Behind Stem = 0 0.00 0 0 0 0 80 1,094 4.34 4,744 147 1.34 196 0. 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 Added Lateral Load = 0 0.00 Footing Weight = Key Weight = Vert. Componant of = Active Press. TOTALS = 1,959 7,468 . 2,250 2.50 5,625_ 0 0.00 0 0 0.00 0 4,688 14,359 Totals used for Soil Pressure, Pv Not Included 4,688 14�,3590S X 1' -0" CONC. 116 @ 12" Vert @ CL 105 @ 18" Horiz 4 HORIZ. AS SHOWN *x a 'OSNELSON- BOURDAGES, 5'12 6TH ST, STE 200 KIRKLAND, WA 98033 Title: PAC 'SIC VIEW OFFICE PARK Descr: LOADING DOCK RETAINING WALL Page of Job II: 98019 By:S /R Date: 9/02/98 RetainPro 3.1B(c)1994 Fil.e:98019.RPF CANTILEVERED RETAINING WALL DESIGN Pg 1 of 2 SOIL DATA Allowable Bearing = Active Lateral EFP = ....Slope Active = ..Active Press Limit = Bkfill Slope(0= level.)= Passive Lateral = Soil Density Soil Ht over Toe = 5,000 psf 40.0 psf 0.0 psf N/A psf 0.0:1 300 pcf 110.0 pcf 12.0 in ADDED LATERAL LOADS Lateral Load Acting On Stem Above Soil. = 15.00 psf Add'l Lateral Load ...height to stop ...height to start 7 Retained Height Wall Ht. above soil Total Wall Height Key Depth Key Width Key Dist. to Toe 0.0 plf 0.00 ft 0.00 ft ADDED VERTICAL LOADS Axial DL on Stem = Axial LL on Stem = ..Ecc Left of Stem CL = Surcharge over Toe = Surcharge over Heel Using Surcharge to resist overturning @ Heel . @ Toe ADJACENT FOOTING Vertical load ..Ecc. (Toe side +) _ Footing Width (perp) _ Face Top Stem to Ftg. CL= Ftg. Base Above /Below Soil. At Wall Face [ + / -] = Footing Type & FOOTING DATA Toe Width = Heel Width = = 10.84 ft = 0.00 in = 0.00 in = 0.000 ft SUMMARY Pressure @ Toe = 2,097 psf Pressure @ Heel = 0 psf Allowable Press. = 5,000 psf Eccentricity = 16.05 in Resultant Outside Middle Third Note: Pv Not Used for Soil Pres. Total Width Thickness 0 plf 0 plf 0.00 in 0.0 psf 0.0 psf No No 0 plf 0.00 in 0.00 ft 0.00 ft 0.00 ft Square 4.67 ft 2.33 ft = 7.00 ft = 36.00 in Factors of Safety: Overturning = Sliding = Allowable Shear = 1 -Way Shear @ Toe = 1 -Way Shear @ Heel = 1.95 :1 1.58 :1 76.03 psi 8.9 psi 7.1 psi SLIDING CHECK Ftg /Soil Friction = 0.400 Tot Lateral Force *1.5 = 4,869.9 11 Soil @ Toe Not Used = 0.00 in (- )Passive Pressure = 2,400.0 11 Factor of Safety = 1.58 (- )Friction = 2,721.0 11 Add']. Force Req'd = 0.0 11 FOOTING DESIGN (Using AC1 Factors) - -- Toe - -- -- Heel -- f'c = 2,000 psi ACI 9.1 Pressure = 2,935 0 psf Fy = 60,000 psi Mu - Upward = 0 41 ft -11 Upward soil pres. used on heel Mu - Downward = 0 Mu - Design = 12,653 One -Way Shear: Mu =Stem! vu = 8.86 vn= 2(f'c)1/2 *.85= 76.03 Rebar CL To Edge = 3.50 Depth to steel = 32.00 Ru = Mu /bd "2 = 0.0 Min. Rebar Ratio = 0.0018 1,966 ft -11 Rebar Choices 1,924 ft -11 Toe(bot) Heel(top) 114 @Not Reqd in Not Reqd in 7.08 psi 115 @Not Reqd in Not Reqd in 76.03 psi 116 @Not Reqd in Not Reqd in 2.50 in 117 @Not Reqd in Not Reqd in 33.00 in 118 @Not Reqd in Not Reqd in 0.0 119 @Not Reqd in Not Reqd in 1110 @Not Reqd in Not Reqd in OSNELSON- BOURDAGES, INC. °.S. Title: PA(T IC VIEW OFFICE PARK 512 6TH ST, STE 200 Descr: LOADING DOCK RETAINING WALL KIRKLAND, WA 98033 Page of Job 11: 98019 By:S /R Date: 9/02/98 RetainPro 3.1B(c)1994 File:98019.RPF STEM DESIGN (Values shown for concrete stems have been factored) Pg 2 of 2 Descending Stem Sections,' Highest @ Left - Stem Construction Data Highest (use columns from left to right) ReCheck 0.00 ft :Concrete = 12.00 in 11 6 = 12.00 in . Center DESIGN HT. ABOVE FTG. WALL TYPE ABOVE HT. Thickness (nominal) Rebar Size Rebar Spacing Rebar Placed at DESIGN DATA fb /Fb + fa /Fa = 1.000 Lateral Load @ Design Ht = 3,614 Il MOMENT Actual = 12,653 ft -1l Allowable = 11.,023 ft -N SHEAR. Actual = 50.19 psi Allowable = 93.11 psi Embedment Length Req'd = 16.37 Wall Weight = 150.0 psf Rebar Placed at Depth 'd'= 6.00 in MASONRY DATA f'm = psi Fs = psi Grouting Speci.a]. Inspection n : Es / Em = Short Term Increase = CONCRETE DATA f'c = 3,000 psi Fy = 60,000 psi SUMMARY OF FORCES & MOMENTS Overturning Moments -1- Resisting Moments - Origin of Force: 11 ft ft -il 11 ft ft -# Heel. Active Press. = 3,559 4.45 15,826 Soil over Heel = 1,513 6.34 9,583 Toe Active Press. = -320 1.33 -427 Soil. over Toe = 514 2.34 1,199 Sloped Soil @ Heel = 0 0.00 0 Adjacent Ftg. Load = 0 0.00 0 0 0.00 0 Surcharge @ Heel = 0 0.00 0 Surcharge @ Toe = 0 0.00 0 0 0.00 0 Axial Load on Wall = 0 0 0.00 0 Load @ Proj. Wall = 8 13.59 102 Averaged Stem Wts. = 1,626 5.17 8,406 Earth Behind Stem = 0 0.00 0 Added Lateral Load = 0 0.00 0 Footing Weight = 3,150 3.50 11,025. Key Weight = 0 0.00 0 Vert. Componant of = 0 0.00 Active Press. TOTALS = 3,247 15,501 6,802 30,214 0 Totals used for Soil Pressure, Pv Not Included= 6,802 30,2140S 1' -@" CONC. #6 @ 12" Vert .@ CL' #5 @ 18" Hariz #4 HOR I Z . AS SHOWN x to a NELSON- 3OUKDAGES Consulting Engineers al) IvisionofPoggcmcycr1 )esignGroup,Inc. 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827.5995 • FAX (425) 828.4850 Made by $', /t/GK //e -76 Job No. `Sd /..7 Checked by Date Sheet No. p -/v Description FSGD G s /3 f G ,e-lfl i/ti//1iG Gf/A1.1-S Job Name Pqe -/r /e— YEW ©GF` /c• AVM_ Pi-44 eq -.e,e Ceveils:c_T70,v ' ,nn1T 5 /-7'4/G 19 Le 1 3.0 X 0!o wiQE �1/S t� 3 7/ 2-, Er• J,/ DoT,4'6 ,A?�riv• Dcr4' - VV/24 / S Ai/ T/,, /14 X (/)sPI f1 ho /t764 r- S,B .= 5 0 4.1 /Ynoly /14 _� .)eS,ox 1 7-0 cti�vE CT,uGI PTN/s /2 -/11/ = /8,7 /7 z to 44_ r — /2_ S /4 8 — tl// — /2—.5 iA l 577,e_ sT�70 tr/t/6 T' A- 4 4/E = /77s Lk ATNG eofl'c,5/TE w /t(, -L[__. = `7 io ) z — 12-- /5-2-1 _ , oa3 /45 = -1,3 m y /4�' `r,v/ ,4I- N • Fn2 5 //1,�� S,Oftyt/ ,3 ��Iv/1116 , % o 14 4- �3 - of / 4 - 233 , P - ,.004s 4= /147 /2..5 4o /c S t o #.// r/A VU = s� - 'G k /t, 5 IFT /I it:" 5/4 Ai A = (701.45- _ )62). 0,17 42-1.�,� ae3i tsE- /,ea /42/'f ('i) Peva / E ) 47- t"7/VG NELSON- BOURDAGES Consulting Engineers a Division orPoggemeycr Design Group, Inc. 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827.5995 • FAX (425) 828.4850 Made by:tte S,/2E/JC . /f 63.1e Jo. No. 4'60/9 Sheet No. hG _/7' Checked by Date Description no t .6 4e G A�.4 / Nbt/G Name,, /� /G I/! &/t/ /J�. /GE "A--e Job Name /I� Gt'ft i- - f 114N eV 6-e/ eie7,e..e C7 A..'$ i,1 ui s7I GA % DC S16/11 N //7' G / L g -- /2.1 'Q" Gv/VG Tbpp/tiia 7 2 p- /2) fb/- saf���- fit _[;/7,) * /,7 605 J (Z) 2,s K41- = (2.S,Y G/ a) _ /. zs CONCRETE TECHNOLOGY CCPORA11ON f� DIMENSIONS FOR DETAILING 12" HOLLOW CORE SLAB SPAN -LOAD TABLE ALLOWABLE SUPERIMPOSED LOAD in pounds per square foot Effective N No. of S SIMPLE SPAN in feet 24 2 28 3 32 3 36 4 40 4 44 4 48 5 52 5 56 (KIPS) S STRANDS 2 70.7 3 3 1 127 7 76 4 43 2 21 77.7 4 4 1 190 1 122 7 79 4 49 2 27 101.3 5 5 2 251 1 167 1 113 7 76 4 48 2 26 124.8 6 6 3 312 2 212 1 147 1 100 6 66 4 41 2 22* 148.4 7 7 3 372 2 252 1 175 1 122 8 84 5 56 3 35 172.0 8 8 4 421 2 289 2 203 1 144 1 102 7 71 4 47 2 29' 195.5 9 9 4 466' 3 322 2 228 1 164 1 118 8 84 5 58 3 38 2 22* 219.1 1 10 4 498' 3 355 2 254 1 184 1 134 9 97 6 69 4 48 3 30* 242.7 1 11 5 527' 3 388' 2 279 2 204 1 150 1 111 8 81 5 57 3 39* ■. - - - - SECTION PROPERTIES (with shear keys grouted) A = 289 in2 I = 5270 in`+ Zt = 878 in3 Yt = 6.00 in Zb = 878 in3 Yb = 6.00 in w = 77 psi NOTES: 1. The values given in this table are based on hollow core slabs without shear reinforcement. Superscripts (1, 2, etc.) following values in the table indicate the number of filled voids required at the ends of slabs to develop the allowable superimposed load. See page 2, "SHEAR" for discussion. 2. Asterisk (') following values in the table indicate that the total deflection under all loads is greater than L1360 but less than U180. 3. Interpolation between values is acceptable. Do not extrapolate values Into the blank spaces of the table. 4. These Span -Load Tables are intended as an aid to preliminary sizing. Sound engineering Judgement is required for the application of this information to specific design cases. 8 MANUFACTURERS OF PRESTRESSED CONCRETE • TACOMA, WASHINGTON 11/93 1 1 4 4 4 November 5, 1998 Mr. Duane Griffin, Building Official City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 Subject: Dear Mr. Griffin; Building Permit Plan Review Pacific View Office Park, Concrete Retaining Walls, Buildings 'B' & 'C' (M198 -0156) Included please find the structural plan revisions and design calculations in response to the September 3„ 1998 Plan Review comments of the subject project concrete retaining walls for Buildings 'B' and 'C'. The structural drawings R1 through R6 have been revised to include the plan revisions related to the review comments, and have been dated Delta 2 drawings 11/05/98, Plan Check Revisions. Note that the Building 'A' Retaining Wall and details shown on drawing sheets R1 and R2 have been reviewed and constructed under a separate permit, and are included for reference and resubmittal only. I . Sheet R3, Item 1 has been revised to reference drawing sheet RI for the general notes and design criteria. Drawing sheet R1 inlcudes the specification note requirements for General Conditions, Foundation, Concrete, and Reinforcing Steel, a) Concrete Note #2 shown on drawing sheet R1 specifies the minimum concrete strength F'c at 28 days for the foundation footings and retaining walls to be 3,000 psi and 4,000 psi compressive strength, respectively. b) Reinforcing Steel Note 112 shown on drawing sheet RI specifies the grade of concrete reinforcing steel to comply with ASTM A615, Grade 60, Fy= 60,000 psi. Note that the minimum reinforcing steel for the concrete retaining walls has been revised to #5h at 12 "o.c. ea face, for a steel ratio of 0.0031 at the 16" thick base areas of the walls. This steel ratio exceeds the 0.0025 ratio required by UBC Section 19.4.3.3. 4' N c) Foundation Note #1 and #3 on drawing sheet R1 specify the geotechnical report recommendation by Geotech Consultants, Inc., that are a incorporated into the design of the retaining walls. Note #3 requires on -site observation by the geotechnical engineer and compliance with the geotechnical report. Details NELSON- BOURDAGES a Division of I'oggenreyer Design Group, Inc. RECEIVED NOV. 0 ' 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 • (425) 827 -5995 • Fax (425) 828 -4850 1 4 4 Letter to Mr. Duane Griffin Page 2 November 5, 1998 1 4 shown on drawing sheet R6 require backfill material in compliance with the soils report. 4 2, Details s13, 9, and 10 shown on drawing sheet R6 specify footing and backfill requirements are to be in compliance with the soils report. A free.draining . 4 backfill with a positive flow footing drain is shown and required behind the retaining walls. 4 3. The height of the cantilevered retaining wall on Grid Line A varies from from 0.83' (Elev 113.17') at Grid Line 2 and 7 to 10.84' (Elev 103.16' at Grid Lines 1 4 and 8 corner conditions. The average soil retaining height is 5.84', with 7' -0 4 retaining height used in the as the design height (refer to included calculation sheets PC -1 thru PC -4). Note that the footing width has been increased to a.5' -0" 4 overall width. Exterior corner and wall intersection reinforcement is provided at the corners and Grid lines 2,6,3,and 7 intersections. Further note that the full 4 height cantilevered retaining design does not apply at these intersection locations. 4 4. The concrete reinforcement cover for the formed surfaces of retaining walls is 2.0 inches in accordances with UBC 1907.7.1, as specified in structural drawing details 13/R6 and 10/R6. 4 5. Structural drawing details 11 /R6, 7/R6, 13/R6, 9/R6 and 10 /R6 have been revised 4 to address the elevated floor detail requirements at the retaining walls and are 4 now identifying a minimum of #5 horziontal bars at 12 "o.c. ea face typically,. 4 4 4 4 4 4 6. Refer to the included Plan check response calculation sheets PC -5 thru PC -12 for the design of the concrete shear walls at Grid Lines 2 and 6, Building 'B', and at Gridlines 3 and 7, Building 'C' (mirrored). Note that a truss analogy was utilized for the tension and compression steel requirements to accomodate the Grid Line A axial tension loads. The shearwall in this area has been revised to extend down to the P1 level and allow embedment of the steel column at Grid Line A similar to the embedments of the B and C columns. The foundation at Grid Lines 2, 6, and 3, 7 have also been revised and stepped up to connenct to the Grid Line A retaining wall footing. 4 Please feel free to contact us if you have any additional questions or require further clarifications. 4 4 Sincerely, 4 Steven Renck, P.E. for Nelson Bourdages, A Division of Poggemeyer Design Group, Inc. 4 M 4 4 1 • • • • 1 • • • • • • 1 • s 1 1 1 1 1 1 1 1 1 Reid iddleton September 3, 1998 File No. 24 -98- 022 - 012 -01 Mr. Duane Griffin City of Tukwila 6300 Southecnter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review - First Submittal Pacific View Office Park - Concrete Retaining Walls, Buildings B & C (M198 -0156) Dear Mr. Griffin: We reviewed information for the proposed project for compliance with the structural provisions of the 1997 Edition of the Uniform Building Code as adopted and amended by the City of Tukwila. The following comments should be addressed: 1. Sheet R3, Item 1, references Sheet SI for General Notes; however, this sheet was not included in the submitted plan set. The Engineer of Record should verify that the General Notes contain the following Jntormation: The concrete compressive strength should be ,4ec fled. Calculation page 2 indicates the use of 3,000 psi concrete; however, 4,000 psi concrete is used on calculation page 6. 6� . a) b) cokt The grade of reinforcing steel should be specified. Calculation page 2 indicates the use of 40 ksi steel; however, 60 ksi steel is used on calculation page 6. If Grade 40 steel is used, additional horizontal reinforcement should be provided to meet the required minimum area of steel as specified in tBC Section 1914,3,3.-- 0...uk' l.-- o,eofr Ew%. c) The General Notes should reference the geotcchnical report by pi 10 company name, report number, and date. In addition, the e Weoef drawings should indicate that the report recommendations will be followed. 2, The type of backfill to be installed behind the retaining walls should be called out on the drawings. All cantilever walls appear to be designed for '%a 40 pcf equivalent active fluid density. Therefore, free draining granular fill compacted to 96 :percent compaction should be used in compliance with Scenario 2 on page •2 of the soils report. kid Iliddbto 111 1341h Uri Suil. 100 fw1�t, W %thin . 49104 • Ph: 415111. f ai 415 141 • 1 1 1 1 • • • • • • • I' d • • • Sincerely, • Re Mid • • • • • • • • • Mr, Duane Griflir .uilding Official City of Tukwila September 3, 1998 File No. 24-98-022-012-01 Page 2 iiis ► ii ,ii i 1t3. 3. The height of the cantilever wall along Grid A ranges from 3.5 feet to 13.61 feet according to calculation page 1; however, a 7 -foot wall height was used for the design on page 2. Please clarify. 4. The concrete cover for top steel reinforcement is not called out on Detail 3/R6. Minimum concrete cover should be provided as specified in UBC Section 1907.7.1. S. Detail 51R6 calls out (4) #12 on center for the horizontal wall reinforcement. It appears 04 bars at 12 inches on center is intended. 6. Calculations qualifying the design of the shear wall along Grids 3 and 774 should be submitted for our review. Refer to Section 1/RS. The review comments listed above should be responded in itemized letter form. We recommend that the permit applicant have the Structural Engineer of Record, Nelson- Bourdages, Inc., respond to the above comments and resubmit two copies of revised drawings and one copy of supplemental structural calculations directly to our office. We have forwarded a copy of this letter to the architect for your convenience, Please note that corrections or comments made during the review process do not relieve the project applicant or designer from compliance with requirements of codes, conditions of approval, and permit requirements; nor is the designer relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This plan review check is for general compliance with the Uniform Building Code as it relates to the project. if you have any questions or require any additional clarification, please call. David B, Swanson, Project Manager bir\ wAplanrevw \tukwilal9A \t012r1.doc\jbf Enclosures cc: Haynes Lund, Sabey Corportation Frcihett & Ho ,Architects, Inc. IVw Kyli K. Yaknatsuka, E.I,T. Plan Revie Engineer rOSNELSON- BOURDAGES, INC. °.S. 0512 6TH ST, STE 200 KIRKLAND, WA 98033 (. c (. (. (. (. (_ (. ( (_ ( ( ( ( Title: PAT-7IC VIEW OFFICE PARK Descr: LOADING DOCK RETAINING WALL Page of Job b: 98019 By:S /R Date: 9/02/98 RetainPro 3.1B(c)1994 File:98019.RPF CANTILEVERED RETAINING WALL DESIGN Pg 1 of 2 SOIL DATA Allowable Bearing = Active Lateral EFP = ....Slope Active .Active Press Limit = 5,000 psf 40.0 psf 0.0 psf N/A psf Bkfill Slope(0= level)= 0.0:1 Passive Lateral = 300 pcf Soil Density = 110.0 pcf Soil Ht over Toe = 6.0 in ADDED LATERAL LOADS Lateral Load Acting On Stem Above Soil = 15.00 psf Add'l Lateral Load ...height to stop ...height to start Retained Height Wall Ht. above soil = Total Wall Height = Key Depth Key Width Key Dist. to Toe • 0.0 plf 0.00 ft 0.00 ft ADDED VERTICAL LOADS Axial DL on Stem = Axial LL on Stem = ..Ecc Left of Stem CL = Surcharge over Toe = Surcharge over Heel = Using Surcharge to resist overturning @ Heel . @ Toe ADJACENT FOOTING Vertical load = ...Ecc. (Toe side +) _ Footing Width (perp) _ Face Top Stem to Ftg. CL= Ftg. Base Above /Below Soil At Wall Face [ + / -] . _ Footing Type WALL & FOOTING DATA 7.00 ft Toe Width 0.50 ft Heel Width 7.50 ft • 0.00 in = 0.00 in Thickness = 0.000 ft 0 plf 0 plf 0.00 in 0.0 psf 0.0 psf No No 0 plf 0.00 in 0.00 ft 0.00 ft 0.00 ft : Square Total Width SUMMARY Pressure @ Toe = 1,870 psf Factors of Safety: Pressure @ Heel = 0 psf Overturning = Allowable Press. = 5,000 psf Sliding = Eccentricity = 10.55 in Allowable Shear = Resultant Outside Middle Third 1 -Way Shear @ Toe = Note: Pv Not Used for Soil Pres. 1 -Way Shear @ Heel = 2.67 ft 2.33 ft = 5.00 ft = 36.00 in 2.14 :1 2.07 :1 76.03 psi 0.0 psi 4.8 psi SLIDING CHECK Ftg/Soil Friction = 0.400 Tot Lateral Force *1.5 = 2,643.8 N Soil @ Toe Not Used = 0.00 in (- )Passive Pressure = 1,837.5 b Factor of Safety = 2.07 (- )Friction = 1,818.4 N Add'l Force Req'd = 0.0 b FOOTING DESIGN (Using ACI Factors) - -- Toe - -- -- Heel -- f'c = 2,000 psi ACI 9.1 Pressure = 2,617 0 psf Fy = 60,000 psi Mu - Upward = 0 152 ft -ll Upward soil pres. used on heel Mu - Downward = 0 Mu - Design = 3,978 One -Way Shear: Mu =Stem! vu = 0.02 vn= 2(f'c)1/2 *.85= 76.03 Rebar CL To Edge = 3.50 Depth to steel = 32.00 Ru = Mu /bd "2 = 0.0 Min. Rebar Ratio = 0.0018 1,511 ft -fl 1,358 ft -}1 N4 4.77 psi 115 76.03 psi.. , 16 2.50 in 117 33.00 in a8 0.0 119 Rebar Choices Toe(bot) Heel(top) @Not Reqd in Not Reqd in @Not Reqd in Not Reqd in @Not Reqd in Not Reqd in @Not Reqd in Not Reqd in @Not Reqd in Not Reqd in Not Reqd in Not Reqd in #10 @Not Reqd in Not Reqd in JSNELSON - BOURDAGES, INC. (').S. Title: PA""? I C VIEW OFFICE PARK [312 6TH ST, STE 200 Descr: LOADING DOCK RETAINING WALL KIRKLAND, WA 98033 Page of ( Job N: 98019 By:S /R Date: 9/02/98 RetainPro 3.1B(c)1994 File:98019.RPF ( STEM DESIGN (Values shown for concrete stems have been factored) Pg 2 of 2 f ;- Descending Stem Sections, Highest @ Left - Stem Construction Data Highest (use columns from left to right) t DESIGN HT. ABOVE FTG. = 0.00 ft WALL TYPE ABOVE HT. :Concrete Thickness (nominal) = 12.00 in Rebar Size = H 6 1> Rebar Spacing = 12.00 in Rebar Placed at Center DESIGN DATA fb /Fb + fa /Fa = 0.361 ( Lateral Load @ Design Ht = 1,670 1 MOMENT Actual = 3,978 ft -# C Allowable = 11,023 ft -# SHEAR Actual = 23.20 psi ( Allowable 93.11 psi Embedment Length Req'd = 6.00 ( Wall Weight = 150.0 psf Rebar Placed at Depth 'd'= 6.00 in MASONRY DATA (. • f'm = psi Fs = .psi Grouting . Special Inspection . • (. n : E s / Em = Short Term Increase = ( CONCRETE DATA f'c = 3,000 psi ( Fy = 60,000 psi SUMMARY OF FORCES & MOMENTS ( ;- Overturning Moments -;- Resisting Moments - Origin of Force: # ft ft -ll b ft ft -# ( Heel Active Press. = 2,000 Soil over Heel = Toe Active Press. = -245 Soil over Toe = ( Sloped Soil @ Heel = Adjacent Ftg. Load = ( Surcharge @ Heel = Surcharge @ Toe = ( Axial Load on Wall = Load @ Proj. Wall = ( Averaged Stem Wts. = Earth Behind Stem ( Added Lateral Load = 0 0.00 Footing Weight = Key Weight = .. Vert. Componant of = Active Press. ( TOTALS = 1,763 ( Totals used for Soil Pressure, Pv Not Included= ( ( 3.33 6,667 1.17 -286 0 0.00 0 0 0.00 0 0 77 8 10.25 1,024 4.34 4,439 147 1.34 196 0 0.00 0. 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 1,125 3.17, 0 0.00 2,250 2.50 0 0.00 0 0.00 6,458 4,546 3,566 0 5,625 0 0 13,827 4,546 13,8270S 1 1 1 1 1 -0" CONC. CONC. .16 0 12" Vert @ CL 5 18" Hor i z 1 s s 1 1 0 1 0 0 0 r 1 0 • *4'HORI2. AS SHOWN is-o" 5,0 ". r c (Z.Aso Yea C: c ■ c C ( ( (. ( ti NELSON- BOURDAGES, INC., P.S.. Consulting Engineers 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827.5995 • FAX (425) 828.4850 Made by LC-e, uate ( /7��g� / Job No. �y� Checked by • Date Sheet No, I Description L'2s . 4(, _ 'V�^'1 L� r. („/ Job Name pkti t , V i P W 0 46,1L. ee vtativ 1 re G k. NELSON- BOURDAGES, INC., P.S.. Consulting Engineers 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827.5995 • FAX (425) 828.4850 Ma •e .y %iGfi ...ice 6/ 7 1 yy Job No, dv /7 Checked by . Date Sheet No. Description p -VW( ir IKJe `' Job Name 2 ( I It ` I' J (Z-1\3' —7/13 C C. c. c c c 3 IZ3�V lest. 1 149 tart? Pip 71-76- 4 x.244.., -e1- UI '- 1-i% t� � ¶ie ›41- • X030 , (e. - ��L,'�'� —� G �D 4 333 6 7449 of ft- r itreif (. C (. ( ( ( (. (. ('. \. NELSON- BOUItDAGES Consulting Engineers a Division ofPoggcmeyerDesign Group, Inc. 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827.5995 • fAX (425)828-4850 Made by LC.e; ti:tti —I ��j/�� Job No. a l�tY Checked by Date Sheet No. Description �_ I V ,01.91 ir G Job Name Vil(t)ftt, It _ 64,- 3/i vt.. (.( ) L,. (rs(:-..) f-.41 1A14 J -F2 teo .!1/ '-I fie J-o rI /6-0 Jam_ k Gbh' t�� � i .. • ��,�'.3 oe, P • (s3;?'1r 'er'" 1 S.i 6tt ufgr-trt. Tuftt, 1 --flit (463-.:Ki-(424)r%3 : < 4,0 it 41 iticp, PZ 4 E'- JLfrL (,pro - i Po r 6 \7( 6F (Ps-(. vzt6 ,tom° C C c C (. c C. c. (. ( NELSON - BOURDAGES Consulting Engineers a Division ofPo68emeyerDesign Group, Inc. 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827.5995 • FAX (425) 828-4850 Made by Lce, 1uate7/ibNo. q. p, rr] Checked by Date Sheet No Description 91)-44-42 ^A C Job Name p�Ui V11 66 d • O 33/7 (,B' i,u,h t..►., t7,4 k1; o x 16. = k�. _.1...... 1 ('o‘wt, 3i - f.2) (r—+ -Pi) )( A 17, )' -r 311 )()-tX 4—= 4a,.i • \-✓" „cc) 0-fel,L 1)41 )44141' flab Pt, ,,, bei.L. 3+9 •---L ,t; r1 14%':)."1" �%b3.6rc i;nv T� • NELSON- BOURDAGES Consulting Engineers a Division ofPoggemeycrDesignGroup ,Inc. 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827.5995 • FAX (425) 828.4850 Made by LG� 1LJte74,711 Jo• No. ?<to(G Checked by Date • Sheet No. r Description h , r—A7ri,t6r G Job Name ?*l,li ("Wilk) 3/7 e �b 3,33- r3.�2 -ri "n x, al; a; c -Z--L U CC4 1, l P 44 Q'-f' 4.6 /, '"1" 32 1 , ( Pt [1%6 -1- (13,Kk'CQ5,.7� +q:p:! = '311,03k r _; ( Fe . v761,S- 63.71( -- I.» -1,1,7 ( 140 (P, ()T vz 1r 6,(9>qe -)( A-k 2")44e4 -34)z 1 NELSON- DOURI)GES Consulting Engineers ' DivisionofpoggemeyerDesignGroup ,Inc. 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827.5995 • FAX (425) 828.4850 Made by GGeo k ,ate ?41%igep Job No. ectfbIQ Checked by Date Sheet No. // b Description 1141.11( Job Name pfs,c,,trftic tlfz t' �w ' >fi • • • r- L c V. NELSON-BOURDAGES, INC., P.S. Consulting Engineers 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • FAX (425) 828.4850 [ Made by Oki,Wie= Job No. vot Checked by Date Sheet No. 7 Description PAA-11A9t1-1461° G ..._ Job Name Ftrci:c4r... viicuo tint.oftornm,Vtotittimm. ..tri)ft ‘5f 01-J \-)641tcp diA =-46 6t ;3" (,6)( 2344- ■•• ■••••••■ PLA Irg *) A41,1- K-ft )4.rs,0-07 Ve„ 2 *1 tio+o X 33 )< erec- -r-- 2J-if 0 41-X k X3 3 2, 1. kr 7 (fir 9,S-T ";• • 41,(% =410 —44 iks 01) ;104- ak`t4 MI- (j1) 4f6{-a14 • tvvv, --7,1--7(cfail)C 3.1 • `"? @3)4t As=o3yolf., t )4ti tv-oi pg el , • —kavokier c•fs‘r At4 elm 0,c. NELSON-BOURDAGA: INC., P.S. Consulting Engineers 512 Shah Street South, Suite 202 • Kirkland, WA 98033 (425) 827.5995 • FAX (425) 828.4850 Made by Jate 4/�G LGG / ( N Jon No. �� r Checked by 'Date Sheet No. C]. I/ 6 Description � 7I� /,/�l{,r 0/4 Job Name AItit. v t k _ /91'114.47 _ `024 t- (/ 377 Te,AAJo tvio Taft 1 foie.* O C. C C. C° -Tx ('`t6 41,3A -- I�'��`'I 23 ` .fin (,11) 411 ` x 1 =qt--be. I%1 tok (y) ; I t . (11J s"'�'', ITEM. BUILDINGS B & C RETAINING WALL CALCULATIONS For: PACIFIC VIEW OFFICE PARK Tukwila, WA July 27, 1998 1 EXPIP_SOCTOBER 24 Grid A 1 through 6 Grid B 1 through 9 Grid 1/8 Step Footing 1 through 3 NELSON•BOURDAGES a Division of Poggeutcycr Design Group, Inc. 512 Sixth Street South, Suite 202 • Kirkland, WA 98033: ",'. (425) 827.5995 • 1'ax (425) 828.4850 NELSON - BOURDAGES, INC., P.S. Consulting Engineers 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827.5995 • FAX (425) 828.4850 Made by L 'Date 7(yo /9 ( Job No. 1,14 Checked by Date Sheet No. I Description P 13u' 7 ' r $ /C;- Job Name ,petypaT■ Vilft0 Wael, M IN/Yr v-IM /L rn 21 J 6 -r 'E - ,11 at ?9,tc. 010 1 To specify your own special title block here, use the "Settings" screen and enter your title block information. Title If FIC VIEW, BUILDING C Job # . 9ou 19 Dsgnr: LCC Description.... RETAINING WALL AT GRID A Date: JUL 17,1998 RetainPro V5.0.1 (c) 1989 -98 ENERCALC 1 Retained Height Wall height above soil Slope Behind Wall Height of Soil over Toe Soil Density Wind on Stem 7.00 ft = 0.00 ft 0.00 :1 = 0.00 in 130.00 pcf = 0.0 psf Total Bearing Load ...resuttant ecc. = 3,760 Ibs 14.67 in Soil Pressure Toe = Soil Pressure © Heel = Allowable .. ^.0 4rtcetir .a: zoo 3,224 psf OK 0 psf OK = 5,000 psf ACI Factored © Toe = ACI Factored @ Heel = Footing Shear @ Toe = Footing Shear © Heel = Allowable Wall Stability Ratios Overturning = Sliding = Sliding Calcs (Vertical Comp Lateral Sliding Force = less 100% Passive Force= - less 100% Friction Force = - Added Force Req'd = ....for 1.5:1 Stability = att. -.....mr.ta 4,514 psf 0 psf 0.0 psi OK 9.4 psi OK 93.1 psi 2.11 OK 1.80 OK onent Used) 1,820.0 Ibs 1,350.0 Ibs 1,932.3 Ibs 0.0 Ibs OK 0.0 Ibs OK L 1 Allow Soil Bearing Equivalent Fluid Pressure Heel Active Pressure Toe Active Pressure Passive Pressure Water height over heel Footing1lSoil Friction Soil height to ignore for passive pressure = 5,000.0 psf ) Method = 40.0 psf / = 40.0 pcf // = 300.0 pcft, 0.0 ft 0.400✓ = 0.00 in Factored Pressure = 4,514 0 psf Mu' : Upward = 0 0 ft-# Mu' : Downward = 0 2,772 ft-# Mu: Design = 3,887 2,772 ft-# Actual 1 -Way Shear = 0.00 9.41 psi Allow 1 -Way Shear = • 93.11. 93.11 psi Toe Reinforcing = # 5 @ 24.00 in\ Heel Reinforcing = # 5 @ 24.00,in Key Reinforcing = None'Spec'd Design height Wall Material Above "Ht" Thickness Reber Size Rebar Spacing Reber Placed at Design Data • I Top Stem Stem OK ft = 2.00 = Concrete 12.00 _ # 5 12.00 = Center fc = 3,000 psi Min. As% Toe Width Heel Width Total Footing Width Footing Thickness Fy = 40,000 psi 0.0018 . 2.00 ft 2.00 = 4.O0 36.00 in ' Key Width = 0.00 In Key Depth = 0.00 in Key Distance from Toe = 0.00 ft Cover Q Top = 2.50 irr' (d1 Btm.= 3.50 in 2nd Stem OK 0.00 Concrete 12.00 # 6 12.00 Center fbIFB + fa /Fa = 0.178 Total Force © Section Ibs = 850.0 Moment....Actual ft-#= 1,416.7 Moment Allowable ft-#= 8,051.1 Shear Actual psi= 11.8 ShearAllowable psi = 107.5 Bar Embed ABOVE Ht. in = 12.00 Bar Embed BELOW Ht. in = 12.00 Wall Weight psf = 150.0 Rebar Depth 'd' in = 6.00 Masonry Data fm psi= Fs psi = Solid Grouting Special Inspection Modular Ratio 'n' Short Term Factor Equiv. Solid Thick. Masonry Block Type = Concrete Data f c psi = 4,000.0 Fy psi = 60,000.0 Medium Weight 0.348 1,666.0 3,887.3 11,237.5 23.1 107.5 12.00 6.00 150.0 6.00 Other Acceptable Sizes i Spacings Toe: Not req'd, Mu < S • Fr Heel: Not req'd, Mu < S • Fr Key: L Item OVE TURNIV Force Distance Ibs ft Heel Active Pressure = Toe Active Pressure = Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load © Stem Above Soil = 2,000.0 3.33 -180.0 1.00 Total = Resisting!Overtuming Ratio Vertical Loads used for Soil Pressure = Moment ft-# 6,666.7 -180.0 1,820.0 O.T.M. = 6,486.7 = 2.11 3,760.0-6 Vertical component of active pressure NOT used for soil pressure 4,000.0 60,000.0 1 Soil Over Heel = Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = Soil Over Toe Surcharge Over Toe = Stem Weights) Earth © Stem Transitions = Footing Weight Key Weight Vert. Component RI' E:AGING Force Distance Moment Ibs ft ft -# 910.0 3.50 3,185.0 0.00 1,050.0 2.50 2,625.0 1,800.0 2.00 3,600.0 = 1,070.9 4,00 4,283.4 Total = 4,830.8 Ihs R.M.= 13,693.4 12.in Conc w/ #5 12.in o/c 12.1n Conc w/ N6 at 12.in. o/c Designer select all horiz. relnf. See Appendix A 5' -0" 0 2 1/2" 31/2" 2' -0" 7' -0" 7' -0" NELSON - BOURDAGES, INC., P.S. Consulting Engineers 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827.5995 • FAX (425) 828.4850 Made by r! GG . it e? Job No. 1 A 1i 1iJate �/ Checked by Date • Sheet No, 4 Description P ('LM 1_,171 r" (i G Job Name Rg4.Tri c \I k• p,,p pc,' -STp-t? 1�`'r°Y1 1-ter i'6‘ n Q -r r� , wt '-M = t 4L Ev 9b (P ) L1 Ors- ) s-t -�I- Li5n0 3 Gat, .117 Jb x1.5.",333 viAti- Pratt \._ (" ,(, K44._ - 4%11 'ti2/,4- 17.91 L. NELSON•BOURDAGES,ING, P.S. Consulting Engineers 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827.5995 • FAX (425) 828.4850 Made by Lam' Jate 4 /,,Q j, / I Job No, Qchrt / Checked by Date Sheet No, ,(.. \1 , Description 91 • , 3 1rbr G Job Name 1'1/Nliif 1 t• t/( C iPiri' P NELSON- BOURDAGES`; .NC., P.S. Consulting Engineers 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827.5995 • FAX (425) 82B -4850 Made by `tom to / -.0 re. c� Job No, R,�p( til ("6- Checked by 'Date Sheet No. Description � . v 1 P V2' , N4 Job Name (V V 1/110-) ‘c` k tt4 NAA = A lir.13 )/(20/1.1 = 241.3 14--ki- K-44- 6=411P tm-vr )CA se = 2-fri 3 U, = 34 4 ` ,(1 a (1 1 2t~^'' ((3) 4'1o. Vc =ATXZX 1• S T o,�,1-x6.0>r33_ — m7 _ >(a.Z ,44.° a "av(l N11 Reif' - - tiM►, S',13 )( a' (,<K t"-+1 -70 _ 11 4. V&- c 4157 K1c+b L& (7) *(+ V (6 ' Goo V. ., NELSON-BOURDAGES, INC., P.S. Consulting Engineers 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425)827.S995 • FAX (425)828-4850 Made by / //At: ep Job No. /60i Checked by rate Date Sheet No. Description auitl—P l I-14 97, (..... Job Name t),h,k - . Pit v (/00 . etaA P M 4T tArikl,L. . 1/ 11-47' 4,70:601 w-matri ;. 12i-0 et ?PrI/S'iNk 41,1,1. (2ga , 40 ect / ikurity/ 4.90 'Le,tv z ,C1.. gorri ..1-1A)0 v,tf -5i,tp4r u-tyRAm,(1( 1 1 To specify your own special title block here, use the "Settings" screen and enter your title block information. Title -AFIC VIEW, BUILDING A Job # .1, 19.. Dsgnr: LCC Date: JUL 24,1998 Description.... RETAING WALLS AT GRID A & B RetainPro V5.0.1 (c) 1989-98 ENERCALC Retained Height Wall height above soil Slope Behind Wall Height of Soil over Toe Soil Density Wind on Stem 18.00 ft 0.00 ft • 0.00: 1 = 0.00 in = 130.00 pcf 0.0 psf 1, Total Bearing Load ...resultant ecc. Soil Pressure @ Toe Soil Pressure @ Heel Allowable ACI Factored @ Toe ACI Factored @ Heel Footing Shear @ Toe Footing Shear @ Heel Allowable Wall Stability Ratios Overturning Sliding 18,998 Ibs • 20.41 In = 4,525 psi OK = 0 psf OK = 5,000 psf = 6,191 psf = 0 psi 19.0 psi OK 74.2 psi OK = 93.1 psi 2.72 OK' • 1.65 OK Sliding Calcs (Vertical Component Used) Lateral Sliding Force = 7,920.0 Ibs less 100% Passive Force= - 3,750.0 Ibs less 100% Friction Force = - 9,312.7 lbs Added Force Req'd = 0.0 lbs OK ....for 1.5 : 1 Stability = 0.0 Ibs OK I Allow Soil Bearing = 5,000.0 psf 1 Equivalent Fluid Pressure Method Heel Active Pressure = 40.0 psf Toe Active Pressure Passive Pressure Water height over heel FootingllSoil Friction Soil height to ignore for passive pressure = 40.0pcf1 = 300.0 pcf = 0.0 ft 0.400 = 0.00 in Factored Pressure = 6,191 0 psf Mu' : Upward = 17,427 0 ft-# Mu' : Downward = 1,313 0 ft-# Mu: Design = 16,115 66,096 ft-# Actual 1 -Way Shear = 18.97 74.21 psi Allow 1 -Way Shear = 93.11 93.11 psi Toe Reinforcing = # 5 @ 24.00 in ' Heel Reinforcing = # 5 @ 24.00 in / Key Reinforcing = None Spec'd Design height Wall Material Above "Ht" Thickness Rebar Size Rebar Spacing Reber Placed at Design Data fb /FB + fa /Fa Total Force @ Section Moment....Actual Moment Allowable Shear....Actual Shear.....Allowable Bar Embed ABOVE Ht. Bar Embed BELOW Ht. Wall Weight Reber Depth 'd' Masonry Data fm Fs Solid Grouting Special Inspection Modular Ratio 'n' Short Term Factor Equiv. Solid Thick. Masonry Block Type Concrete Data fc Fy fc = 3,000 psi Min. As% Toe Width Heel Width Total Footing Width Footing Thickness Fy = Key Width Key Depth = Key Distance from Toe = Cover @ Top = 2.50 in I Top Stem 2nd 3rd Stem OK Stem OK Stem OK ft = 10,00 8.01 8.00 = Concrete Concrete Concrete = 12.00 12.00 16.00 # 5 # 6 # 5 = 12.00 12.00 12.00 = Edge Edge Edge 40,000 psi 0.0018 2.50 ft " 6.50 y 9:00- 24.00 in ✓ 18.00 in 36.00 in 7.50 ft ✓ Btm.= 3.50 in/ 4th Stem OK 0,00 Concrete 16.00 # 6 12.00 Edge == 0.416 0.614 0.430 0.930 Ibs= 2,176.0 3,393.2 3,400.0 11,018.0 ft-# = 5,802.7 11,299.4 11,333.3 66,096.0 ft-#= 13,892.6 18,415.0 26,335.0 71,085.3 psi = 17.8 29.4 20.8 68.6 psi = 107.5 107.5 107.5 1 07.5 in= 12.00 12.00 12.00 32.88 in = 12.00 12.00 12.00 17.72 psf = 150.0 150,0 200.0 200.0 in= 10.19 9.63 13.63 13.38 psi = psi = = Medium Weight psi = 4,000.0 psi = 60,000.0 Other Acceptable Sitter, A Spaci. - Toe: #4@ 5.75 in, #5@ 8.75 in, #6© 12.25 Heel: #4© 2.00 in, #5© 3.00 In, #6@ 4.25 I Key: 4,000.0 4,000.0 4,000.0 60,000.0 60,000.0 60,000.0 in, #7@ 16.75 in, #8@ 22.00 in, #9@ 28. n, #7@ 5.75 in, #8© 7.75 in, #90 9.751 item OVERTURNING Force Distance Ibs ft i':CSi� T tN43 Moment Force Distance Moment ft4 Ibs ft ft-# Heel Active Pressure = 8,000.0 6.67 Toe Active Pressure = -80.0 0,67 Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = 53,3333 Soil Over Heel = 12,090.0 6.42 77,577.5 -53.3 Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = 0,00 Total = 7,920.0 O.T.M. = 53,280.0 ResistinglOvertuming Ratio Vertical Loads used for Soil Pressure = = 2,72! 18,998.4 Ibs Vertical component of active pressure NOT used for soil pressure Soil Over Toe Surcharge Over Toe Stem Weight(s) Earth © Stem Transitions = Footing Weight ' Key Weight Vert. Component 3,100.5 3.09 9,568.5 432.9 3.67 1,587.3 2,700.0 4.50 12,149.9 675,0 8.25 5,568.7 4,283.4 9.00 38,550.8 Total = 23,281.8 lbs R.M.= 145,002.8 12.in Conc w/ #5 @ 12.in o/c 12.in Conc w/ #6 12.in o/c t. 1 StirirCenotwitoM (22,12.1n o/c Designer select all horiz. reint. See Appendix A NELSON - BOURDAGES, INC., P.S. Consulting Engineers 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • FAX (425) 828.4850 Made by d 1 qp L4... ` Date �J _ Job No. VD/ Q j Sheet No, // Checked by Date Description ,Am, ( r.441 Coo �1 W, Job Name p _ L \1i 1?r1 a rtrtrP F-3 �-r p1 Dzt,i3 L419 f' (4t) t1 ctr 1 Ts DAD 4 Po >411% r vi° I "'/(fk. Or 1) t too /IVOi.,e,6 r-, P1`' lye S•,,,, 641 A-A- 7.0 1' 11-0( - ..a) rST re)F..„ NELSON•BOURDACES, INC., P.S. Consulting Engineers 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827.5995 • FAX (425) 828.4850 Made by a L Sete �,'j /,/ g� Job No. pa,), fg Checked by Date Sheet No. 41. ff Description 1...47�,' f n 'nW j ` • Job Name Fik teri G vi.9.0 t:' 9 1-1 (7l'r Wooer 49,046- 6- & le N /Y* t,-v� wpt-- . + t.2) x ��.r 3o, p I / a 04y 343 = (233 < Ao ZI ° . ci .3 "t27,fr 13-33 -1-(p),3, t671 NELSON - BOURDAGES, INC., P.S. Consulting Engineers 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827.5995 • FAX (425) 828-4850 Made by 6.C.C. . rate 64,, j / / Job No, fibj a Checked by ate Sheet No. 6 Description � P V`A .i / 'r , Job Name,(,, G v I 6-4/C) e -(-i< (lug 9E. i% e(4/44" 1— r i r cy �z =6 :4. Ki_v, ,.. 0,1 ,33X t2 p - r 0.3A 12. y4 <,, . -6 4r)o ~ o.skS J. tsr'• RAP, tact = o,067f X IAN X p31 MZ = i.re64 f,a3Z 41'%-l/kt —fr/f4' 041/x+ eI'4:r 1\4 o v4i I X Ir >< I `9 3 z o,13k e /,4. Pt, _ 1,4s ( e, t 2%1) 2,t()% -e. 3 ko : P6eNk P :. 2 4,33 NELSON- BOURDAGES, INC., P.S. Consulting Engineers 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827.5995 • FAX (425) 828.4850 Made by Ltd Date i cp // Job No. eye ?q / Checked by Date Sheet No. 7 Description P, • (3bg1- ,1 -14 G 1' 1� Job Name pgr,�% istA. cfc4kr e = --43-1 (sir/ g „33 x 2 F.ei?3►(AA- C 04'6) ✓t) Y.11QV RN, == z >G ,PA )1 = �.z NELSON- BOURDAGES, INC., P.S. Consulting Engineers 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827.5995 • FAX (425) 828.4850 Made by / ~Date Job No, A 1 Checked by Date Sheet No. r Description LZn , s t ,t�,�� / < Co �� ""t Vur , "�' Job Name P 1 v ' ,(, V (w • 4,isov, ouvimr. epAt,:4-4 X.. a, l)a,3 '"S 6 :)ir z , p,-XT '2:C31.2 " wr6(.4,4 , 5 114 NELSON- BOURDAGES, INC., P.S. Consulting Engineers 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827.5995 • FAX (425) 828.4850 Made ' y LGG. udte 6� �'f/9, Job No. J `�gPl Checked by Date Sheet No. Description , . 1 to ` t�1�2 t�F� ! G Job Name �G \O VPLI. Yg-tfl 2 = . , i1' I- � =i61 VIA -;-- ,e,b( •Kla VAr ' A-m, v -2-•.(3tL x 7011'4 yi 43Vvt .=-0,6x241-14,,< C oisv (17(7/ - os 7 vtA .�- 0, 0'014-1( do,trt* J `` •. NELSON- BOURDAGES, INC., P.S. Consulting Engineers 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827.5995 • FAX (425) 828-4850 Made by , G(� uate woo %°J Jo No, /eel/ Checked by Date Sheet No. ( ' - Description 11� f3/t. Job Name 1%1,414. vat) f rA1Nd461 IOU, To specify your own special title block here, use the "Settings" screen and enter your title block information. Title ' IFIC VIEW, BUILDING C Job# . b...19 Dsgnr: LCC Date: JUL 17,1998 Description.... RETAINING WALL AT GRID 1 & 8 RetainPro V5.0.1 (c) 1989-98 ENERCALC Retained Height Wall height above soil Slope Behind Wall Height of Soil over Toe Soil Density Wind on Stem • 9.50 ft 0.00 ft 0.00 :1 = 0.00 in • 130.00 pcf = 0.0 psf L Total Bearing Load = ...resultant ecc. Soil Pressure @ Toe = Soil Pressure @ Heel = Allowable = .. ^.11 4'rGQ011rs i Gee t ACI Factored @ Toe ACI Factored ® Heel Footing Shear @ Toe Footing Shear @ Heel Allowable Wall Stability Ratios Overtuming Sliding _ _ Sliding Calcs (Vertical Comp Lateral Sliding Force = less 100% Passive Force = - less 100% Friction Force = - Added Force Req'd = ....for 1.5 : 1 Stability = 6,930 lbs 9.08 In 2,028 psf OK 282 psi OK 5,000 psf �. QIIP..'JDr1 2,840 psf 394 psf 3.3 psi OK 23.2 psi OK 93.1 psi 3.38 OK 1.54 OK onent Used) 2,565.0 Ibs 600.0 Ibs 3,338.5 Ibs 0.0 Ibs OK 0.0 Ibs OK Factored Pressure Mu' : Upward Mu' : Downward Mu: Design Actual 1 -Way Shear Allow 1 -Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing 1 Allow Soil Bearing = 5,000.0 psf f Equivalent Fluid Pressure Method Heel Active Pressure = 40.0 psf Toe Active Pressure = 40.0 pcf Passive Pressure = 300.0 pcf Water height over heel = 0.0 ft FootingjlSoil Friction = 0.400 Soil height to ignore for passive pressure 0.00 in 2,840 394 psf 5,136 0 ft4 840 0 ft4 4,296 9,717 ft-# 3.27 23.17 psi = 93.11 93.11 psi = #5@24.00in/ = #5 @24.00in/ = None Spec'd Design height Wall Material Above "Ht" Thickness Reber Size Reber Spacing Rebar Placed at Design Data fb /FB + fa/Fa Total Force @ Section Moment...Actual Moment Allowable Shear Actual ShearAllowable Bar Embed ABOVE Ht. Bar Embed BELOW Ht. Wall Weight Rebar Depth 'd' Masonry Data fm psi= Fs psi = Solid Grouting = Special Inspection = Modular Ratio 'n' Short Term Factor Equiv. Solid Thick. Masonry Block Type = Medium Weight Concrete Data fc psi = 4,000.0 Fy psi = 60,000.0 Other Acceptebie Slue! Sp tinge Toe: Not req'd, Mu < S • Fr Heel: Not req'd, Mu < S • Fr Key: L fc = 3,000 psi Min. As% Toe Width Heel Width Total Footing Width Footing Thickness Fy = _ _ Key Width = Key Depth = Key Distance from Toe = Cover @ Top = 2.50 in/ © I Top Stem 2nd Stem OK Stem OK 4.00 0.00 Concrete Concrete 12.00 12.00 # 6 # 10 12.00 12.00 Center Center ft = 40,000 psi 0.0018 2.00 ft / 4.00 ve 24.00 in ✓ 0.00 in 0.00 in 0.00 ft Btm.= 3.50 in Ibs = ft-#= ft4 = psi = psi = In = in = psf = in = 0.168 1,028.5 1,885.6 11,237.5 14.3 107.5 12.00 12.00 150.0 6.00 0.338 3,068.5 9,716.9 28,937.2 42.6 107.5 12.00 10.00 150.0 6.00 4,000.0 60,000.0 hem oVEI;TUR NIPNO3 Force Distance Ibs ft Heel Active Pressure = 2,645.0 3.83 Toe Active Pressure = -80.0 0.67 Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load T-- Load @ Stem Above Soil = Moment ft4 10,139.2 -53.3 Total = 2,565.0 O.T.M. = 10,085.8 ResistinglOvertuming Ratio = 3,38 f/ Vertical Loads used for Soil Pressure = 6,930.0 lbs Vertical component of active pressure NOT used for soil pressure RESISTING Force Distance Ibs ft Soil Over Heel = 3,705.0 4.50 Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load Axial Dead Load on Stem = Soll Over Toe Surcharge Over Toe Stem Weight(s) _ Earth © Stem Transitions = Footing Weight Key Weight Vert. Component Total in 0,00 Moment ft-# 16,672.5 1,425.0 2.50 3,562.5 1,800,0 3,00. 5,400.0 1,416.2 6.00 8,497.2 1 8,346.2 Ibs R.M.0 34,132,2 12.in Conc w/ 18 @ 12.in o/c 12.in Conc w/ 110 @ 12.in o/c Designer select all horiz, rein(. See Appendix A J i 101 ELL t, AVE. WEST, SUITE 3 0URE GROUP (X)l1P()li,�Ii()\ PHONE: E208/281 -87 0 I-1 E•: .'F;E FAX: 206- 281 -0920 TRANSMITTAL COVER SHEET TO: BRENDA HOLT DATE: 01/08/99 Dept. of Community Development City of Tukwila 6300 Southcenter Blvd Tukwila, WA 98188 PROJECTS: 98 -70 -23 PROJECT: Pacific View Office Park RE: MISCELLANEOUS PERMIT APPLICATION FOR RETAINING WALLS (M198 -0158) WE ARE SENDING YOU: XI ATTACHED UNDER SEPARATE COVER THE FOLLOWING ITEMS: X PRINTS n ORIGINALS VIA OVERNIGHT VIA MAIL VIA COURIER 51 I V• IA HAND DELIVERY in S• UBMITTALS n S• AMPLES n LETTER n D• OCUMENTS FOR YOUR: (X ] INFORMATION AND USE n APPROVAL n REVIEW AND COMMENT n AS REQUESTED n F• OR SIGNATURE AND RETURN n NO ACTION REQUIRED NOTE: IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE. REMARKS: RECEIVED CITY OF TUKWILA BY: .JllRffned collard cc: File JAN 0 6 1999 PERMIT CENTER 4 12/30/98 Structural Drawings for Retaining Walls at Buildings B and C by Nelson - Bourdages Sheets R1, R2, R3, R4, R5, R6 2 01/04/99 Structural Calculations for Retalnin• Walls at Buildings B and C by Nelson - Bourdages 1 12/09/98 Letter from Earth Consultants, Inc. regarding Geotechnical Recommendations for 12201 and 12101 Pacific HI! hwa South NOTE: IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE. REMARKS: RECEIVED CITY OF TUKWILA BY: .JllRffned collard cc: File JAN 0 6 1999 PERMIT CENTER Reid iddleton November 24, 1998 File No. 24 -98- 022 - 012 -03 Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review - Third Submittal Pacific View Office Park Concrete Retaining Walls, Building B & C (MI98 -0156) Dear Mr. Griffin: We reviewed information for the proposed project for compliance with the structural provisions of the 1997 Edition of the Uniform Building Code as amended and adopted by the City of Tukwila. It appears the applicant has responded successfully to our previous review letter, dated November 11, 1998. We therefore have no additional comments. Enclosed are the drawings, structural calculations, geotechnical report, and correspondence from the engineer for your records. A copy of this letter has been forwarded to the project contact, Haynes Lund, Sabey Corporation, for your convenience. If you have any questions or require any additional clarification or information, please .. call. Sincerely, Reid Middleton, Inc. 6114'x— Ks, if■ David B. Swanson, P.E. Kylie K. matsuka, E.I.T Project Manager Plan Review Engineer vin wt' planrevw\ tukwila\98\t012r3.doc'jbNcky -qc Enclosures cc: Haynes Lund, Sabey Corporation Engineers Planners Surveyors Reid Middleton, Inc. C �u 728 134th Sheet SW Suite 200 NOV 2 5 1998 Everett, Washington 98204 PERMIT CENTER Ph: 425 741.3800 Fax: 425 7414900 C City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director August 26, 1998 Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 RE: Structural Review Pacific View Office Park - Concrete Retaining Walls for Bldgs B and C (MI98.0156) Dear Mr. Swanson: Please review the enclosed plans and documents for structural compliance with the 1997 Uniform. Building Code. If you should have any questions, please feel free to contact me at 206- 431 - 367.1. Sincerely, Brenda Holt Permit Technician encl xc: M198 -0156 6300 Southcenter Boulevard Suite #100 Washl, 1 05/07/98 THU 15:58 FAX 206 281 0920 19123 -032.000 (8/97) SabeY Construction Corp on DEPA ,:.MENT OF LABOR AND INDUST • • •REGISTERED AS PROVIDED BY LAW 10.3 CONST CONT GENERAL • 1131:�P ��..:��ri1{it� � . ., . � r �t�•1i1. y R ;O STRAt ON NVMBE iCC014', ;1141.44.0Ex01;4ZPH; ,'2%3 .% 9, t� • • „EF'FECTIyE�(jbATb';:t :14i" i�t' ;10/08'(1585'' m • 1 irs :+ Yi:: �•1 i.b: i ara i�iniif i4i {i {ril1:' 'SABEY r, CORPORATION • 101 ELLIOTT W STE 330 SEATTLE WA 98119 Deuuh And Display Casdticau. State of Washington County of �1..ti 1 certify that this is a true and correct copy of a document in the possession of P4i/1LOL, as of this date. Dated: CONNIE J. TAYLOR STATE OF WASHINGTON NOTARY --•— PUBLIC NT COMM EMS 4-1602 Title My appointment expil¢os