Loading...
HomeMy WebLinkAboutPermit MI98-0138 - PACIFIC VIEW OFFICE PARK - VAULTlir(? D'38 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 IS PROCEEDING AT THEIR OWN RISK. Parcel No: 092304 -9031 Address: 12301 PACIFIC HY S Suite No: Location: Category: OTHR Type: MISCPERM Zoning: Const Type: Gas /Elec.: Units: 000 Setbacks: North: Water: 125 Wetlands: Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: MI98 -0138 ISSUED 09/30/1998 03/29/1999 .0 South: .0 East: .0 West: .0 Sewer: RAINIER VI Slopes: Y Streams: Contractor License No: SABEYCI033KM OCCUPANT PACIFIC VIEW OFFICE PARK 12301 PACIFIC HY S, TUKWILA WA 98188 OWNER SABEY DAVID A & SANDRA L Phone: 206 281 -8700 101 ELLIOTT AV W SUITE #330, SEATTLE WA 98119 CONTRACTOR SABEY CONSTRUCTION INC. Phone: 206 282 -4200 101 ELLIOTT AV W SUITE 330, SEATTLE WA 98119 CONTACT HAYNES LUND Phone: 206 -281 -8700 101 ELLIOTT AV W, SUITE 330, SEATTLE WA 98119 ENGINEER NELSON - BOURDAGES INC PS Phone: 425 827 -5995 512 6TH ST STE 202, KIRKLAND WA, WA 98033 ?r********************************** r4k*********** *k********* *ikyY**ikylrkkyh*** **** ** **** *k Permit Description: CONSTRUCTION OF UNDERGROUND CONCRETE DETENTION VAULT FOR STORM DRAINAGE SYSTEM. ** k************************************************** * * * * * * * * * * * * * * * * * * * ** * * ** * * * * ** Construction Valuation: $ 100,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS 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: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension:. N Private: N Public: N A•**************************************************** * * * ** * * * ** * * * * * * * * * * * * * ** * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,493.46 *************************** k************************* * * * * * * * * * * * * * * * * * * ** ** * * * * * * * ** Permit Center Authorized Signature:_ Date _Q_9( I hereby certify that I have read and examined this permit and know the sane 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 am authorized to sign for and obtain this dove l opm it. Signature:_ Print Name: Date: 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 T1"<WILA Permit Center 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: .p F 4 -4IF1G 1/IoW OPPIcer r�aR.k Description of work to be done: Coy St'R,ua* uND QRA c JP c eAlatirver 104-ns .s-'tRA 4 vA ucx colt. 4•TORM torA4A1A04.6 laY'5111,4. Will there be storage of flammable /combustible hazardous material in the building? ❑ yes LJ no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets V lue of ConstructiQri: 1eo ob0 ; %t■ Site Address: 12 x'21 IcC,I F lG 141W-it/OH % City Sta a /Zi � - Tutcvili .4 WA 9$6 Tax Parcel Numbe 092/304 - 11)01 - b z =ffit -° c9Z3o4-1031- 04 Property Owner: JOH0 WeuAd Address: Phone: Fax #: 20G - 24 2 - 55o4 204 - z.4 CD- 2234' Street Addre 12421 tnlst is 14 1064 w r So. _ City State/Zip: Iuxu,lu4MA9e1(06, CAntact Person &ww �' A- tU5 -- t.hot› i' CoRADwwrtori yi O'Metro Phone: Sao- 281 - es"! 00 Street Address: 1 c 1 gU Lc r A W1 SATE 53o City State /Zip: S tA915111, Fax #: zoo - Z e:•1 - o9,Zo Contractor: n 5/1/4PS$Y Le•JS712.iot10,3 IrJG Phone: io(o - 22,1 - 200 Street Address: 101 E orr' M Soils 530 City Sta e /Zi �7�rr'>rt,g r 9b1161. Fax #: 20(0 - Z81 - OW Architect: rR.61 taarr t., I-6 Aftctirrerors )&G � Phone: 42h- - 82,1- 2100 Street Addre s: 10• • • k 33lft.ac SO 202 City Sta - /Zip: W_ . g' , :,°;.-_,,,, Fax #: _ A -'ZX'- 272. -tom. 'gineer: r6r� - 500/G0 Acass Phone: 1.20- 821 - c15 Street Address: ZOZ 512 Si,crr� S>f'�tflsT c � �n'f3 ' / D State/Zip: 044 Fax #: 4 Z5 - tab- 4& o MISCELLANEOUS PERMIT REVIEW 'AND APPROVAL REQUESTED: (TO BE 'FIL•LEaOUT'BY:4PPL'ICANT);-'' Description of work to be done: Coy St'R,ua* uND QRA c JP c eAlatirver 104-ns .s-'tRA 4 vA ucx colt. 4•TORM torA4A1A04.6 laY'5111,4. Will there be storage of flammable /combustible hazardous material in the building? ❑ yes LJ no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets ❑ Above Ground Tanks n Antennas /Satellite Dishes in Bulkhead /Docks ❑ Commercial Reroof ❑ Demolition ❑ Fence ❑ Mechanical ❑ Manufactured Housing - Replacement only ❑ Parking Lots ❑ Retaining Walls ❑ Temporary Pedestrian Protection /Exit Systems El Temporary Facilities ❑ Tree Cutting err1Itin. — UPJB geb owva %I Nt-T APPLICANTREQUEST.FOR MISCELL" ANEOUS- PUBLIC.WORKS•.PERMITS.: "? :,. ❑ Channelization /Striping ❑ Flood Control Zone ❑ Landscape Irrigation Storm Drainage ❑ Water Meter /Exempt # Size(s): ❑ Water Meter /Permanent # Size(s): ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq. ft.grading /clearing ❑ Sanitary Side Sewer #t: ❑ Sewer Main Extension 0 Private 0 Public ❑ Street Use ❑ Water Main Extension 0 Private 0 Deduct O Public O Water Only ❑ Water Meter Temp # Size(s): Est, quantity' gal Schedule: ❑ Miscellaneous ❑ Moving Oversized Load /Hauling MONTHLY SERVICE BILLINGS TO: " Name: Phone: Address: City /State /Zip: 0 Water 0 Sewer O'Metro 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. Date application accepted: 7-1716 Date application expires: 17-99 ApplIcay6n�laken by: (initials) ➢ �� r •'. • '"i(411169111fite, • ERMIT APPLICATIONS MUST BE MITTED WITH THE FOLLOWING: LL BE AT A LEGIBLE SCALE AND NEATLY DRAWN S 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.) • 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 ". Buiiding;. Qwner /Authorized:Agent;If'the. applicant is other, than the :owner, registered ; architect /engineer, orcontractorlicensed: 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.OW IE SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR PERMIT REVIEW El 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 Submit checklist No: M -9 El Antennas /Satellite Dishes Submit checklist No: M -1 0 Awnings /Canopies, - No signage Commercial Tenant Improvement Permit 71 ' Bulkhead /Dock, Submit checklist No: M -10 0 Commercial Reroof Submit checklist No: M -6 co Demolition Submit checklist No: M -3, M -3a Fences - Over 6 feet in Height Submit checklist No: M -9 0 Land Altering /Grading /Preloads Submit checklist No: M -2 71 Loading Docks Commercial Tenant Improvement Permit. Submit checklist No: H -17 fi Mechanical (Residential & Commercial) Submit checklist No M -8, • Residential only = H -6, H -16 El Miscellaneous Public Works Permits . Submit checklist No H -9 71 Manufactured Housing (RED INSIGNIA ONLY).': - Submit checklist No: M -5 In Moving Oversized. Load /Hauling Submit checklist No: M -5 0 Parking Lots Submit checklist No: M -4 ri Residential Reroof - Exempt with following exception! If roof structure to be repaired or replaced Residential Building Permit Submit checklist No: M -6 El Retaining Walls - Over 4 feet in height Submit checklist No: M -1 0 Temporary Facilities Submit checklist No: M -7 El 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 ". Buiiding;. Qwner /Authorized:Agent;If'the. applicant is other, than the :owner, registered ; architect /engineer, orcontractorlicensed: 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.OW IE OR AUTHORIZED GENT: Signature: irJ Date: i 1' JULY cob Print name: r, s Lopjo '� Phone: �4 -221 -8700 Fa #: - 2eol -ogz�o Address: ELLANEOI!P 1 c i LL,I OTT ANd Vi j 5u rer 330 City /State /Zip: s �r 7A 1' 9 MISCPMT.DOC 7/11/96 Address: 12301 PACIFIC HY Suite: Tenants Type: MI ;CP.ERM Parcel #: 092304-9031 k4,***k* k**• kk******• k***** k• k******* kk*• kk: 4** k*' k k*k'k•kk*•kk•k*k*k* ** *k****• kkk**;k* CITY OF TUKWILA Permit No: MI98 -0138 St ..atUS. ISSUED App 1ied:.0'7 /17 /199.8 Issued: 09/30/ 1.998 Fermit Conditions 1 ; No changes will be made to the p l ans un1 ess approved by the Engineer and the Tukwi'l a Bu i 1d,a,ng....a,i v i s i on . . All permits, inspection recor, ds,,; .and. approved p 1 ans sha'i 1 be available at the job :s.i.te or. ,to the., :s art. ;;of anv con- struct ion. These ;doeun,ents :ar ^e to be maintaine'. < anti: ; vai 1 able until fjrxal inspectiion aRpr oval is g :,r nted` 3. A 1 1 construc"t:,,fon to be'done yin.- conf 'Orman ce ;with app`r' owed plan_ and ..r eouirements.�.o the Uniform Bul ld,inq, eode tif:IJ97' 1.11 f {�. •'4 (' 4r ' Edition) .a:,, ani, nded 'by Washington :;rate,; 4. Va1iditY of Permit; The issu; nce,of a permit a'r,,: i pprovakl., of z• p lens , pec ifi bat ions , and 'contpu'ta,tions .hall n&t'be; can; -;_'. s trued' to be a per Mi t for' o,r an approval of, any 1o14 t i;n of aril ;uf the pro"v i s i uny'. ot'•, :the build i ng code or of ,anv,,, u tlie,Jr pr d irranc•e 'uf the i ur� i sd,i.ct7'1 an No perm i t Lre. ur'1"nci give`s auth'o'ri;ty.;to .violate or, 'cancel, the' pr'ovision..;of. t 'i . code s. h a 1 i be a l id r { f " * * k` P U:. B ° L., I . C. 7, :W 0 R` K :.,;; .:k., Ter�iCr *ary ero; ion �cont`rol ii a ur e: slia1,t he in►plemente, ,as the iirfst ar,d.er of. ..- buT;1ne..3 to''prtevetlt :•ed,i,nent•ation $ ite or into °`e5�'j;,t:ing storm dr-�ainag'e 1 auil ft ie,. .. 7. coNTFACtiT`OR 'SHALL NOTIFY';, PUBLIC WORKS UTILIO INSPECTOR'' ' MR 1, GREG VII LANUEVA,,,' @,r't 206') 4=33 ,,0,179, OF COMMENCEMENT AND ,compLiLTION of .,WoRt; AT -. •EAST 24 'HOURS `IN .ADVANCE'. CONTRACTOR, SHALL FOLLOW CONDI TIQNS .ANC,: • RECOMMENDATION,; OF 1;HE, GEOTECH `.CONSULTANTS: AUG" 1 J , ;13•9i •`MEMd; fa WHICH�;?•'IS ATTACHED AS PART . OF THIS FERN ?;T': R• '` 9. PRIOR' :TO FINAL SKIN OFF APPLICANT HAL SUBMIT AS. BIIIl 4, PLAN FOR CITY RECORD, ;° s , 1, t }rr�tr 10. The s i't : ;;ha 1 1'. .have' zeros i ern ,'con 'ro.]~ mea: p ace as 'q soon as •posy i'b.1 a after final gra.�,i4i ng h compl:ete4d .and'p�riy,r to the�tFinaI Insp.ee�t'1on'. e ";4r PLAN Te*E #ROUTINflekIP ACTIVITY NUMBER: MI98 -0138 DATE: 8 -26 -98 PROJECT NAME: PACIFIC VIEW OFFICE PARK Original Plan Submittal Response to Correction Letter # 1 Response to Incomplete Letter Revision # After Permit Is Issued DEPARTMENTS: ivision is 1?(2,6 W s r))Z FirPrevention Str,E,ct 0al '1b PlannXivision $z7�s Permit oordinator DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 8 -27 -98 Complete n Incomplete 0 Not Applicable 0 Comments. TUES /THURS ROUTING: Routed by Staff Please Route No further Review Required E (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions REVIEWERS INITIALS: DUE DATE: 9 -22 -98 Not Approved (attach comments) 0 DATE: CORRECTION DETERMINATION: Approved 0 Approved with Conditions 0 DUE DATE: Not Approved (attach comments) Q REVIEWERS INITIALS: DATE: \PR•ROUTE.DOC 6/98 r CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: SC) Qt27 PLAN CHECK/PERMIT NUMBER: r Ld? s_ 01 38 PROJECT NAME: MCI: 1 C- V 1 C f f' c� RinK PROJECT ADDRESS: t 2-Lt Z_. ( c . \\ C 44 S CONTACT PERSON: ,4Y.1 PHONE: 1Z-0(0 ' t E5 1 - 0 0 REVISION SUMMARY: -DRk V t,Ec5 HAVE ' ' ") FZ.E-v" t Se-D. cAt R255 po 8 'rb Co RP-EC r-t o `# 1 . W E ►'iANE /J C.0 b E3 L !✓ `T—r -g_ P -c -1 e - ew I7ov R- cl tcs'S ( v 1 L E J ri & 5-e-k) -rpfs- c Ni G IN RCS Po NS Es `TO E 7"-lscr_kt Co 9.42.0- c,r?041 f141167. 116 vt, — 0 ry v t_-tiS \ of G 05 ctLS nl Gel NI WNtC -H f5 'S -rReg Fours) >A -1-m ,J ,$YS'l"1�Nj CocLp_sr-c.,'t o Lam, *R GOIVAMb r ■3'r 5 ;) SHEET NUMBER(S) , 5V 1) 3V) CITY OF TUKWILA AUG 2 6 1998 PERMIT CENTER "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: Bldg: 'Planning' CITY USE ONLY F,lre PutiUc Wor f Ccati PLAN REV W /ROUT1 SLIP ACTIVITY NUMBER: M198 -0138 DATE: 7 -17 -98 PROJECT NAME: PACIFIC VIEW OFFICE PARR _ix__ Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter Revision After Permit Is Issued DEPARTMENTS: B i •i ng Division 1 tl;O mss tc-, u) .15I'aN - Fire Prevention Struct ral n1� DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete FLI. Incomplete Plar��rn--g�v�ii --��n E Per•mit'Coordmatb • DUE DATE: 7 -21 -98 Not Applicable n Comments: TUES /THURS ROUTING: Routed by Staff Please Route No further Review Required 0 (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved in DUE DATE: 8 -18 -98 Approved with Conditions Not Approved (attach comments) Ccrer*ffir *i s z& KP RE IEWERS INITIALS: CORRECTION DETERMINATION: Approved LI Approved with Conditions LI DUE DATE. Not Approved (attach comments) 0 REVIEWERS INITIALS: DATE: \PR•ROUTE.DOC INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98 • PERMIT NO. (206)431 -3670 tect: `l1 W 100,,,, . T • :f Inspec'.n: G/% c /.9 G AYSOE 4n0A/ .Cl.4c- Address: ! . ^ f 390 t � 1 L 1� A ) ( ) ( 1 &C.._., 1' t 1 .2006 Special instructions: ..- %) i Dae anted: SO 15°m. ,...- u:.ter: (� Y ` etAr .. --- i " b off. r•4 C: pproved per applicable codes. ❑ Corrections required prior to approve COMMENTS: W 100,,,, 0 /Qs - beie 7-5 ,/20(./ / .e.-b Pe elaIT Co Al a / 770.41# `7 G/% c /.9 G AYSOE 4n0A/ .Cl.4c- Gc 77- / / 0f /2 - 0 p ,et ia, .. s ,i.(44 6 0,t../ / l l OLD D 14 rt3 ,i.Uptv._ �f1AiJs4te: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection, Rnrpint Nn• 1 Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • PERMIT NO. (206)431 -3670 • • • at T • • of Inspection• 11, _' A1► I.." 1Ail .1 .. .: - laliplita. , gni la A r 111. SF cial instructions: � • Date wante : -� � � " c4OtY0 a•m. P.m. Reque er: (ho7Q) 0 (,6-267 Approved per applicable codes. 0 Corrections req red prior to approval: -. COMMENTS: /It/qtt A c.2 Sty. . 1-01:04 1-r* • ,P 1 V, 1p I / // yI t ( 1 r- vyt'�.I s ( ��� (3 /Q.2 11j tvv k (o'- fitlrtS. nal c1.1 6 (N d DcL9-4, ?t..f�.449 -1 rP NI) td , tit (l c1/4...., tom- ,., µ,. Inspector: (fl Date: ( C $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. 1 D.,,,,;ro Aln• 1 narn• INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Proj / e Type of Insp ions A . / d / _ ,1--.4 % ' Date calle : 0 -0 /79, Special instructions: 4X 0 Date wanted: a.m. Requester: /11"-C--. Phon ,04 "47T/' :l277 "0 ElApproved per applicable codes. COMMENTS: Corrections required prior to approval. C ;$ 4 A 5 S A.-c $47. 0 : SPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 (206)431 -3670 Pr 't (Le/0) 7 1 x rfrOA.( lr� aT" r/,e Typ fl�pn: '600CS ..,,c0 - /t/D ral -e5?.- d re s: il; �t -9t l ' Da a called: 1p 3 r> Date wanted: 1/e 9 a.m. Special instructio(s: 7:0 /i3 / 19-61/6. - Requester: 4,, Foe CbeieLICT rr. _4/,.c. (MT - of 90. fW . ,WK /il Phone' 06 (?3` / d .. 7` t/ Approved per applicable codes.errections required prior to approval. COMMENTS: 7 1 x rfrOA.( lr� aT" r/,e .- .e, $,�,6 _- ,-,,u-: erg e, '600CS ..,,c0 - /t/D ral -e5?.- 7 &!r 5.7z' / ,4 70 s r,L('3 C ?-79( ..s,_ (4- (,- /1 (\ 9t.c..7' -- /MIST j., , ,% i ' ) /1-1 rr K: -5 Foe CbeieLICT rr. _4/,.c. (MT - of 90. fW . ,WK /il i r Inspe Dr7 $47.00 REINSPECTION ESE REQUIRED. Prior to inspection, fee must be paid 1 at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 o...... INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Prpie t: -\'' a'VjC, 1e GC..) Type of Inspection: PonCsele. Vtivr ate called: &A i ( 9 s: ..r...\)164446:,. Special instructiohs: 6j r2, 6: SD Date wanted: 7, G 4/ / y 0 p.m. Requester: krt., Ai ,4 .57:6„--c)q-5-)A c-S.PP.c e-- Approved per applicable codes. Corrections required prior to approval. COMMENTS: 9, 6c. r4,,C. /.S,"4-c%-7 0- 0 P .otf' Da. Pots.OWuP V'0R... /Ms.P ...07704 ' -. /�45// ��/ o pa- 3/4 - Azi'�r2,P-C'f�.'ue. -c-' Ai ,4 ( c-S.PP.c e-- 7 %L /t 56 6 (/DD0; _°-. o _.. �[ , f Inspe El S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. :777,A177771)757MTnt- *1-irtir***,*****AA..k.A**4.*A4* CITY OF THWILA, WA (Y L? . . :TRANSMIT A.A.A,KA*4 *.*A*k***Ith*N*'***A4+44A** TRANSMIT .Number R9700839 Amount': 1.„493:,:46 09/30/99. PUyneht Method CHECK Notati on: DAVID A .sotiti.-y In 1 t 10)) PerMit No:: 4I98-.-013E3 l'/p: 14ISCPERM MISCELLANEOIJS PERMI'1,., f'ree`l Now 0923()4-9031 5 i te "Addre ss: .12301 PACIFIC HY S Total :Fee:: . : •:1493.,:.46 Th i c P a v men taL . : 1 ;493 .46 Tot al . (ILL piiitsi , 1 , 493 -g; V '-155 i / ?-3if:f- o ,:il anOeu , . , ;', 60, •,l**a * it., Account Code Desch i ot i on • , . ' - ( m O uri t 000/322 .:100: . 911):1 DIMS - NOMRES '. ..: '. 697.25 -,' -:-.. ' - ' • !, 000/345 ,1330 000/345.930 000.1396 . 04 :::+-: 13inTr. 13911_1)114G ..9011C1-1ARGE Pi. AN CHEC R ,'. N 0, NR ES : ' .: 57G..71 : •:-...1 y,..1 .' Y,,.,'.'.. PLAN' CHECK. -- LITIL,ITY ::::',4:„',5.0: 412/343.400 • INS.11) FEE -- STORM DRAIll - . 1.5.'00-..., , , ,... ' ••••••••••:•••••■■••'.,,, May 8, 2000 City of Tukwila Department of Community Development Cindy L. Villasista Reliance Insurance Company 999 Third Avenue, Suite 1700 Seattle, WA 98104 RE: Release of Bond #B2941415 Dear Ms. Villasista: Steven M. Mullet, Mayor Steve Lancaster, Director This letter hereby authorizes the release of the bond referenced above in the amount of $284,127.00 for the installation of storm water detention vault located at 12301 Tukwila International Bl, posted on May 10, 1999. I have enclosed a copy of the bond for your reference. If you should have any questions, please contact our office at (206)431-3672. Sincerely, apt& th-el- Brenda Hblt Permit Coordinator encl xc: David Sabey, Sabey Corporation, Permit File No M198-0138‘-' /99 FRI 14:33 FAX 93824764 t FS&F SuRE11 ,vSA, t;,ar, - tuucwita DEVELOPER'S PROJECT WARRANTY REQUEST FORM ci,Nv; Gar iP '� a Y 0.0 J�..� ;c•. 7 rgi4 r:710 11 . A. 3. NAME OF DEVELOPMENT: F*s<c.CF1c- VreW 101-FI'c,E A R.K.4 5- w, 4. DATE: 10 •A•A‘NC S DEVELOPMENT ADDRESS: 1 Z501 uKw i t-A- \ThillwA O -1,64, I,-0: PERMIT NO.: P9E5- 0 Z 1 4 CASK ASSIGNMENT NAME: `(,s. rJSc9RAr►DcT Co . �� TEL, NO. 'j et - pjZ -rt DO SHALL MA LI REFUNDED ADDRESS: AjJU p BY MAILING TO: t � (please print ) CITY/STATE/ZIP �JS,Ac. 9b101 R cE Lo ITEMS TO ER I J • 11 .1. - ED -r D,"0 o t� E'-r- - �.r-t• -roof , y�-r_ -tbs� cr�cz -t r3� P c& P..A,, J1j 5RA. 'ElaTZTvZ Mt98�c 1 As the 0 ner, or authorized agent of the owner, I hereby submit cash or cash equivalent In the amount of s. 2�,i 127. oo ($160° of value to complete work described above) and attach supporting doownenta 1Qn for value of work. I will have this wont carried out and call for a Mai Inspection by this date: L_21_1 30 ( °I 9 1, or risk having the City use the funds to carry out the work with their own contractor or 1n -house manpower. if I fail to carry out the work, I hereby authorize the City to go onto the property to carry out completion of the above deficiencies, 1 further agree to complete all work list above nor to requesting inspection and release of these funds. SIGNED: 1 TTrIcicenki AltAr " tilig '.171 1,5 ' ,a3 k THIS FUND IS AUTHORIZED TO BE ACCEPTED. SIGNED: DEPARTMENT H@AD; • CASH • CASH EQUIVALENT DEPOSITED THIS DATE; GIT REGEIPT- No,30/w) ,e B 2.6/4 /G1 /S` RECEIVED BY: Kay r x.� it tsl;w'".� ! y . r.. 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUN DEVELOPER'S REPRESENTATIVE: 7 • A•�i All work Identified In Section 1 of this form has now been completed and returned to department which authorized warranty, I hereby request I eetion nd release of my caslvcash equivalent. DATE: o 0 I have reviewed the above work and found it acceptable and therefore authorize the release of the above cash assignment. UTNOFt2ED BY: 4a■ esq.A. �� DEPARTMENT: rp L CASH EQUIVALENT- LETTER AUTHORIZING RELEASE CASH CriY CHECK NO. AMOUNT: RELEASED THIS DATE: SELEASED BY: ..:..�.... «.. ��.- ..... -. ,. ,, .............'- .-- .•--.: _-... ..: mod._ ...._.,,,.. Upon aOmpIotlon through Section 2, Finance personnel shall send copies to: - Developer Finance Department Permit Coordinator, DCD FINANCE DEPT, Upon completion of entire form, Fnance personnel shall sand =pies to: Developer -- Fin arras Oeportment Permh Coordinator, DCO 9111543 SABEY CORPORATION (4- TRANSMITTAL To: JOANNA SPENCER Public Works Dept., City of Tukwila 6300 Southcenter Blvd, Tukwila, WA 98188 Re: BUILDING PERMIT CLOSE-OUT (D98-0021 4) Date: 05110/99 Project #: 98 -70 -22 Project: Pacific View Office Park We are sending you X Attached Via: 0 Mail the following items: 0 Prints O Submittals For Your X Information and use O Under separate cover O Overnight O Letters O Samples O Review and comment Action Required: O As indicated X No action required O Courier X Hand Delivery X Originals O Documents O As requested O For signature and return 0 Approval NOTE. If enclosures are not as noted, kindly notify us at once. ,..,..r.... ....��, r,w„ VPICV 1 Construction Improvement Bond #B2941415 5110199 1 Developer's Project Request Warranty Form 5/10/99 For Detention Structure for Building A Storm Drainage System 1 Construction Estimate for Retention Structure 516199 MR( 1 s j 113 2 9 r1IVOf.tll .R HtJE'l..li VIC)Filti:; BY: Haynes Lund CC: TRANSMITTAL ONLY: W/ ATTACHMENTS: FILE ❑ ❑ ❑ ❑ ❑ ❑ 0 SABEY CORPORATION ARCHITECTURE GROUP 0 101 ELLIOTT AVE, WEST, SUITE 330 0 SEATTLE, WA 98119 0 (206) 281 -8700 0 FAX (206) 282 -9951 Hund 'which sum we administrators, CONSTRUCTION IMPROVEMi�.._� BOND STATE OF WASHINGTON ) BOND ## B2941415 ss. COUNTY OF KING SABEY CORPORATION as principal, and RELIANCE INSURANCE Co PANY a corporation organized under the laws of the State of PENNSYLVANIA , and duly authorized to transact business in the State of Washington, as surety, are held and firmly bound nnt-n City of Tukwila. State of Wadhington, in the amount of Two re. 00 for the payment of bind ourselves, and each of our executors, successors and assigns, jointly and severally. • • . 9. • . . .. . ►e Now, therefore, the conditions of these obligations are such. that the orincioal will Construction of St orm Dra_ 4IMI 98 -0138 - na e . . to be completed within one year from the date of bond approval or as later amended and evidenced by a letter of acceptance, then this obligation shall be void; otherwise to remain in full force and effect. Upon the failure to the principal to perform the terms of this bond, the Surety shall either perform the terms of the bond itself or shall, upon written demand by the Manager of the City of Tukwila, remit to the City of Tukwila the amount of this bond or such lessor amount as may be specified in the demand. The amount demanded by the manager or his /her designee will be a good faith estimate of the actual cost of repairs. We further agree that if it is necessary for the City of Tukwila to take any legal action against any signatory to this agreement to assure the proper completion of this project, the City of Tukwila will be entitled to its reasonable costs and attorney's fees. Signed this loth day of SABEY CORPORATION May , 1999 Principal 101 ELLIOTT AVE. W., STE. 330 Address SEATTLE.. WA 98119 City, State & Zip 20.i 8,e 0.A Al W INVIMAltammir Signature of �ri .al sident Please Print Name & Title RELIANCE INSURANCE COMPANY Name of Surety 3'D E 1710 Address SEATTLE, WA 98104 City, State & Zip 206 8 -7.00 Phon 4%.; Signa re of Surety Official CINDY L. VILLASISTA ATTORNEY -IN -FACT please Print Name & Title MAY 1 0 199Y TU! <1V1LA PIApt 1 jl=3K` . r ':i "J rTHE.: ACE,QF. RELIANCE SURETY COMPANY UNITED PACIFIC INSURANCE COMPANY ' DOC MENT H S COLORED :BACKGROUND' ^ ' " .HITE'.PAPER :' a,CLIANCE INSURANCE COMPANY RELIANCE NATIONAL INDEMNITY COMPANY ADMINISTRATIVE OFFICE, PHILADELPHIA, PENNSYLVANIA POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, that RELIANCE SURETY COMPANY is a corporation duly organized under the laws of the State of Delaware, and that RELIANCE INSURANCE COMPANY and UNITED PACIFIC INSURANCE COMPANY, are corporations duly organized under the laws of the Commonwealth of Pennsylvania and that RELIANCE NATIONAL INDEMNITY COMPANY is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called "the Companies ") and that the Companies by virtue of signature and seals do hereby make, constitute and appoint Susan B. Larson, Tim Church, Pamela Nelson, Deanna M. Meyer, Cynthia L. Jay, Carl Newman, Peter H. Hammett, John N. Zefkeles, Victor E. Parker, Cindy L. Villasista, of Seattle, Washington their true and lawful Attorney(s) -in -Fact, to make, execute, seal and deliver for and on their behalf, and as their act and deed any and all bonds and undertakings of suretyship and to bind the Companies thereby as fully and to the same extent as if such bonds and undertakings and other writings obligatory in the nature thereof were signed by an Executive Officer of the Companies and sealed and attested by one other of such officers, and hereby ratifies and confirms all that their said Attorney(s) -in -Fact may do in pursuance hereof. This Power of Attorney is granted under and by the authority of Article VII of the By -Laws of RELIANCE SURETY COMPANY, RELIANCE INSURANCE COMPANY, UNITED PACIFIC INSURANCE COMPANY, and RELIANCE NATIONAL INDEMNITY COMPANY which provisions are now in full force and effect, reading as follows: ARTICLE VII - EXECUTION OF BONDS AND UNDERTAKINGS 1. The Board of Directors, the President, the Chairman of the Board, any Senior Vice President, any Via President or Asslatant Vice President or other officer designated by the Board of Directors shall have 1 power and authority to (a) appoint Attorney(s) -in -Fact and to authorize them to execute on behalf of the Company, bonds and undertakings, recognlzances, contracts of Indemnity and other writings obligatory In the nature thereof, and (b) to remove any such Attorney(s) -In -Fact at any time and revoke the power and authority given to them, 2. Attorneys) -In -Fact shall have power and authority, subject to the terms and limitations of the Power of Attorney issued to them, to execute and deliver on behalf of the Company, bonds and undertakings, recognizan es, contracts of indemnity and other writings obligatory in the nature thereof. The corporate seal Is not necessary for the validity of any bonds and undertakings recognlzances, contracts of indemnity and other writings obligatory in the nature thereof. 1 3. Attorney(s) -in -Fact shall have power and authority to execute affidavits required to be attached to bonds, recognizances, contracts of Indemnity or other conditional or obligatory undertakings and they shall 1 also hove power and authority to certify the financial statement of the Company and to copies of the By -Laws of the Company or any ankle or section thereof. This Power of Attorney is signed and sealed by facsimile under and by authority of the following resolution adopted by the Executive and Finance Committees of the Boards of Directors of Reliance Insurance Company, United Pacific Insurance Company and Reliance National Indemnity Company by Unanimous Consent dated as of February 28, 1994 and by the Executive and Financial Committee of the Board of Directors of Reliance 1 Surety Company by Unanimous Consent dated as of March 31, 1994. 'Resolve: that the signatures of such directors and officers and the seal of the Company may be affixed to any such Power of Attorney or any certificates relating thereto by facsimile, and any such Power of Attorney or cenificate bearing such facsimile signatures or facsimile seal shall be valid and binding upon the Company and any such Power so executed and certified by facsimile signatures and facsimile seal shall be valid and binding upon the Company, in the future with respect to any bond or undertaking to which It is attached.' IN WITNESS WHEREOF, the Companies have caused these presents to be signed and their corporate seals to be hereto affixed, this December 3, 1998. STATE OF Washington } COUNTY OF King } as. On this, December 3, 1998, before me, Laura L. Wadsworth, personally appeared Mark W. Alsup , who acknowledged himself to be the Vice President of the Reliance Surety Company, Reliance Insurance Company, United Pacific Insurance Company, and Reliance National Indemnity Company and that as such, being authorized to do so, executed the foregoing instrument for the purpose therein contained by signing the name of the corporation by himself as its duly authorized officer. In witness whereof, I hereunto set my hand and official seal. RELIANCE SURETY COMPANY RELIANCE INSURANCE COMPANY UNITED PACIFIC INSURANCE COMPANY RELIANCE NATIONAL INDEMNITY COMPANY ary Public in and r the State of Washington Residing at Puyallup 11, Robyn Layng, Assistant Secretary of RELIANCE SURETY COMPANY, RELIANCE INSURANCE COMPANY, UNITED PACIFIC INSURANCE COMP- ANY, and RELIANCE NATIONAL INDEMNITY COMPANY do hereby certify that the above and foregoing Is a true and correct copy of the Power of Attorney executed by said Companies, which is still in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this 10th day of May year of 1999 Assistant Secretary THE BAC OF THIS'.DOCUMENT CONTAINS AN ARTIFICIAL WATERMARK - HOLD AT AN ANGLE TO VIEW PRO1: LOC: DEV: ARCH: SABEY CORPORATION PACIFIC VIEW/VALLEY TRUCK TUKWILA, WA. PACIFIC VIEW SCAG/FRI HEIGHT & FIO T.I. BUDGET TEMPLATE REV. 11-12-97 DATE: 5-1-98 BLDG, AREA S.F.: N.A. SF COST PER S.F.: N.A. ESTIMATE NO.: 97-27-R0 OFFICE AREA: WAREHOUSE AREA: TOTAL AREA N.A. N.A. N.A. SF SF 'SF 97-27.1t0 R DESCRIPTION COMMENT QUANTITY UNIT T COSTS S LABOR MATERIAL SUBCON. TOTAL NO. E 1/u m/u s/u RUN DATE: 06-May-99 03:46 PM 20 130 001 01 920 001 20 210 001 01 930 .001 20 230 001 REiikirION.thiiiriMRE 270 X 24 x EXC/HAUL BOTTOM SLAB WALLS ROOF PC PANELS TOPPING BACK FILL OFFHAUL EXCESS ACCESS 5376 BCY 6480 SF 1.00 1.50 4720 SF 9.00 5.00 6480 SF 2.00 3.00 6480 SF 0.60 0.90 3456 BCY 1.50 SITE 2400 TCY 2 EA 100.00 500.00 2.60 0.50 1.00 1.00 0.10 3.00 8.00 0 0 6480 42480 12960 3888 5184 0 200 0 0 0 0 0 0 TOTAL DIRECT COSTS FEE SUBTOTAL INSURANCE B & 0 TAXES BUILDING PERMIT SUBTOTAL WASH. STATE SALES TAX G:CONSIIMASTER‘TEMPLATE\STORMR0LWK4 0 0 9720 23600 19440 5832 0 0 1000 0 0 0 0 0 0 0 13978 3240 4720 6480 648 10368 19200 0 0 0 0 0 0 0 71,192 59,592 58,634 0 13,978 19,440 70,800 38,880 10,368' 15,552 19,200 1,200 0 0 0 0 0 0 189,418 0 189,418 0 0 0 GRAND TOTAL • 189,418 • • 0 • • RECEIVED MAY 1 0 1999 TUKWILA PUBLIC WORKS ( L� AGRA / ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821 -3914 • :.'1'1 pia. .. , . DAILY FIELD REPORT PROJECT NAME / /� -- '• "X/..r /3�, / (jrrrr./� /mss-- / 4Ll�6 G ' •l. L/s.. // PROJECT NO. ?Y //`4- /2Y7i - .v REPORT NO, V-1 s ADDRESS /2vz/ Al • /-1.4.7 S ?�,<<. Ws/ 4..m PERMIT • =. /7? -O/Z2 ) THER / „c.,, c37/* DATE F/4. //':3 PAGE (IndudesTest Reports) /OF CLIENT Si % / STRUCTURAL ENGINEE6 AGRA PROJECT MANAGERIPHONE NO. /(4'e .4, 57 l' 5i? r - ry • s%i6f ARCHITECT AGRA FIELD REPRESENTAT1VE/PAGER NO. 4-- .c/ /,_ / YT l -- >(‘' %3 T "' CONTRACTOR % -S9 •,L2,/ TYPE OF INSPECTION f3'raEiN INSPECTION .0.e_7. ❑ RE-INSPECTION 4'' •i , . �_" . ' COMMENTS ,. L ' , '� .. „:;, :;tF;.;7.q ,~ �1 }8�a.;�S's. .. ri �. r . 1rr ` ";•11/, ,�� wC/�� r�/ 1 1/ 1 /' C' /� ^y' /. 'LC �• U.,, S. S ./Pa L..- 7.- r"' � /p e 1.7... 0 1 r! i % ►P /mc 47 (*-4.3 ,C-• I , I, c2 //e. C. ......,, . p7I'''.--.; ,,......1".n. 4 , 777 /t 1✓%e, /O., ‘0,14 : !.: / C7'e'7PN /I J•.. /_/%�t� // •/C��/�i0..n.. S / /? or •,•'' r .1 71 S • ,/' d 7) flu. 7,/,, r , , ..�16/ l/ //124e f /PC rr` r4, / I•J/ 7J "'C)hr, /t• iC r•) /4 —'. T ....& r /�.. /�S'J yj�/...,, /,` s pal ////1�/•. . .r�/ �O 1�r ' /./ /2 �s', /, ( /)r,c /. • 0 .!r/,"' 1 / C r c� ,...- , �4"s-y) .' c X/ 4/ -5 T O n e et..."),.., C X7.1 r /. / C .4∎7 • re .Y / , • ' `F '''e-)O rJ 1 C ✓ (..,.(..,./c" l C-..).-7 .!] % Cam^ 71i / r , . , . .) r , [ / ��;/ - ri l Tr- .. �� C'' / X: T ( /t .. r:./r / i, Crc0. r,.,.P ,.... 7 / 1J %.,�C. ../. / A �> �,ffi. r' ta.. �(1 n/7 ' r ✓e•J ir+ le)... l2i ».,•,.e 4i. 7" f ;/c ^A' C / / L , ter. .4. / • SAMPLES ()STAINED (NOJSIZEJTYPE) : ` t :: , y ,/ . ,1• .. 'a SUMMARY To the best of our knowledge, all items inspected as noted above were I ❑ Preliminary Observations in general conformance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected — Report No � y --- AGRA FIELD REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGE AGRA ENGINLLRING GLOBAL SOLUTIONS 11335 N.E. 122n4 Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821.3914 TEST REPORT (95NCRETE ASTMC -39-- GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE ) PRISM UBC 21 =17 • SHOTCRETE % "ACI 506 R OTHER ASTM C -140 ASTM C -780 PROJECT NAME PROJECT NO. REPORT NO. PAGE (Includes Test Reports) OF DATE 9 !4//7/' FIELD DATA, _ BATCH DATA` ; .: SUPPLIER TYPE OF CEMENT MIX NUMBER Fr.S? WEIGHTS PERYARD DESIGN ACTUAL TICKET NUMBER 7e.-: Z. C>2 CEMENT (LBS.) TRUCK NUMBER -; . FLY ASH (LBS.) BATCH SIZE, YD3 /G.) COARSE AGG. (LBS.) TOTAL PLACED ;.:-: if OF YDS3 COARSE AGG. (LBS.) WATER ADDED, GALS. /0 COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. /G FINE AGG. (LBS.) DRUM REVOLUTIONS WATER (LBS.) BATCH TIME 4—;• 3 AIR ENTRAINMENT SAMPLE TIME 6—,5" 5— ADMIXTURE NO. 1 FINISH TIME `7. •Up ADMIXTURE NO. 2 SAMPLE AND TEST DATA SAMPLE SET / OF / LABORATORY SET # I.D. # SAMPLE LOCATION: ‘/: r/ . r ,; � , DESIGN STRENGTH 9',,,4„z) PSI @ DAYS *TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) /- 7 - .` i /_ y SLUMP (ASTM C -143) 7',1.` SPECIMEN (NO./SIZE'TYPE) ,• z,',„../..: ' ' c / AIR CONT. (ASTM C -173/C -231) DATE SAMPLED ''/'%/ AMBIENT TEMP. °F .5-c-.) f 6 -C.:c'r DATE RECEIVED ? //` SAMPLE TEMP (ASTM C -1064) 5c)- f O % S-- CURING CONDITIONS (...,,,, ./,- ;' UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) 'Note appropriate bet methods If 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 • 7 .� V':� •�Sicw':':%'l: 9 1.,•.l' =i'i •• J ,y; L. 4!, S v i : �'•, •. 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 _TA /7(k ^I„.7.r /v^,o,/ x=�.eK C - ✓/ / i( 7 l`/ A a�`' TokG/L/ PROJECT NO. 9- gin,- /.9 ei 7s PERMIT NO. /l7 - oC3 s REPORT NO. V-916 �` f i DATE 7-.1e 9 9 ADDRESS /,:: 0,791 g. el - CLIENT . y S17 & Ewe, WEATHER . e6p.. .St /A/A)y AGRA PROJECT MANAGER/PHONE NO. ke, /s.,l/,/.(149 PAGE (includes Test Reports) / � 2 3 - L/4'9 STRUCTURAL ENGINEER ARCHITECT AGRA FIELD REPRRESENTATIVE/PAGERNO. tl / T, ,'d9 /)/ �- 1j £ J n /L7 /' CONTRACTOR ��� �-y C / // �r C TYPE OF L^ n �J /�-' 4'EWINSPECTiON ❑ RE-INSPECTION =fNSP,ECTION: DAT A; y}; tYI �Ee 1 • (tJ .Zc it._ ca ('c„,, rei.c C,e Fcc 4 l�- 7 / 1 7 6—A �5 7h t ' . l /�L / Tom- t 6 . . C(Ic-,,, A7, / T A ; cnLr ,re 1JF, r'lir r,.. (I19,, „) � c/ •fir "t) . / 1. s'...n c), /c.:, c she I (r•' el -� /; iv; >I (c• c !'i c--)-1111 /OA • t ((. amts.', ;1,4 C'.[ (Dr koci )4.4 ek " / ,.4 /-;yQ cre �: / ^ JJ / , (Nr-1-11 Cl�-I i (lr /[mil , . _C/ /1..j �I,7rr/ „` e.I CI /G' /C tel J7111, /7) r n,, F CY In %11 l? ill r r' _�)/ P ir f /i /nC. 7;^l rTcr., 11_,Jr7,*,/ 4 Q-(6 6 71--S t! -(4 SAMPLES OBTAINED: (NOJSIZEIT;YPE)' ix INSPECTION`- RESULTS 6r 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. AGRA FIELD REPRE - TATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER 1 AGRA ' ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122"" Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821 -3914 TEST REPORT C ONCRET 2 BIM -C= 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 114764 Aw T49,v9G ' /! /E 1C) 7 /4/d,p4 PROJECT NO. M- ! iati75-C-- ADDRESS / / r ,a. al/aq l /al es c �S/ars Se- /raj REPORT NO. /, � r I L}\ PAGE (Inc Inspection Report) A CLIENT SP 66y 1,4P DATE ■ —U -99 FIELD DATt b , , r • 5 !'Y.Jr r R't { t l �..e,.,'•sa „' •u :� -ust, �, AT.�;�+ S .. a fi. ^. 'tt 1 �i.< w�: �, .y f � ft �ii,a z :::'' r {�:�BTCHDATA;, �},,?�,M SUPPLIER �! G'f _ �- .._..r , n.. ,e TYPE OF CEMENT 3' ,�7 DESIGN STRENGTH 4.500 SI ® 2p3 DAYS MIX NUMBER 3 OS / I/3 WEIGHTS PERYARD ACTUAL DESIGN TICKET NUMBER / 5590 CEMENT (LBS.) ht y 9t TRUCK NUMBER c9 d 7 FLY ASH (LBS.) 7_ JO- 7? / Se' BATCH SIZE, YD3 / 7 COARSE AGG. (LBS.) 1/`/ COARSE AGG. (LBS.) 3/4 COARSE AGG. (LBS.) / .5; 76 .,/ l0 k TOTAL PLACED / 0 OF L30 YDS3 WATER ADDED, GALS. / r” ALLOWABLE WATER, GALS. _ FINE AGG. (LBS.) an,/ / ?.58 DRUM REVOLUTIONS WATER (LBS.) Oil BATCH TIME 3 ; as 3 ' D CU AIR ENTRAINMENT ADMIXTURE NO. 1 M ak 3 . 6e 3 r' c' 2- SAMPLE TIME FINISH TIME i /b ADMIXTURE NO. 2 : pr ^r SAMPLE AND TEST DATA r, �,. SET NUMBER: ..r / / SAMPLE LOCATION: E-F�."t'..,, a teed G �1. 6 -off +'2 4 C //.:. Jr S E E.,L -' d r G-CA C.C.n f , Li. -(Lt/ n DESIGN STRENGTH 4.500 SI ® 2p3 DAYS 'TEST DATA .` . ACTUAL t( 4 //,..y SPECIFIED jib 'ollN TEST AGE (DAYS) 7 28, .28 /1 SLUMP (ASTM C -143) SPECIMEN (NO. /SIZE/TYPE) 4 _ (c'X r2) AIR CONT. (ASTM C -173/C -231) DATE SAMPLED 7_ JO- 7? AMBIENT TEMP. °F 76 • DATE RECEIVED SAMPLE TEMP. (ASTM C- 1064) '7 9 F CURING CONDITIONS UNIT WEIGHT (ASTM C -138) HIGH /LOW TEMPERATURES YIELD (ASTM C -138) 'Note appropriate test methods if different from lhosa;lndicst.d ,? Y w „ -1f i, , rqA 1h; • M,4 At Ft't : pr ^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. •Y (!h COMMENTS' . . `il ?t, ,'.:` . "v .. `s ,: ..A`'3. ' °i t It 'ollN 0.I l.0°h AGRA FIELD REPRESENTS 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. •Y (!h 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 the r. 9 arc %i ,%/�e`,r"- Re PROJECT NO. 97/1W -/ 75 PERRMIT NO. (1--97.e/;57r WEATHER . 5Ua1/ PORT NO. � e- i3 • DATE -/Y-17' PAGE (Indudes Test Reports) OF ADDRESS �� CLIENT � /, "717%11, ) I /� STRUCTURAL ENGINEER AGRA PROJECTMANA R/PHONENO. eP/A/ .)4A / ARCHITECT AGRA FIELD REPRESENTA IVE/PAGER NO. CONTRACTOR ' C/ - SAMPLES OBTAINED (NOJSIZEITYPE) TYPEOFINSPECTON NEW INSPECTION �' ' ✓i `>yT G 4 /az. c.. ❑ RE- INSPECTION i. ' �fJ .,�t'ti Y..• c ;. i' ,.�'.?,J.', :.,'' ' y�i, 3r �.,�r.,''2 .,,rr,Fr. .:4`iZ..a.l ,. M ENT � x /1,,,e0 - /ie,e /l/,.4.eb>rL/ ‹;40 ,›c-,,((v M�..4C/`-le.5 %r /� >/ /-'a%r / A47,4 / _,/ .i " .' ?% / / , J.,.--.) -J /i-4„. C.. 4 i' / /r L . _, -,"?'--e..-- . / K ! ) / _ ' L i t ' / / e ! . ' ,! /Li"e'Z 2 TfL /-1 �� %-eZl- .e,JI.) NG()--/ . (_. G 4 /1-i' 4'(/llc' e 17Ze e //(' ', --�r/.<2(€171(-"K•'' ,/.7 ,//tA c• 7.f -', F: si1iii ' ( )//L //C' ie y -1 i 2/ X y/; c y (; - ie /4/ , . / � /�-� J� F �� �5 � '1i'� e 411,0e-W (7)/1/'4%',/ r/' ' /,);;'.:,-.- ./x....'1(.:4 / - SAMPLES OBTAINED (NOJSIZEITYPE) I>`12 SUMMARY. To the best of our knowledge, a» Items Inspected as noted above were ,'Yes ❑ Preliminary Observations in general conformance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected - Report No AGM FIELD RE 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. Thls report Is not Intended to be transmitted to a third nartv by env means. AYCAnt In full. 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 -39 GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE ) PRISM ". UBC::2i -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 ASTM C -140 DEPORT NO. V:-13 PROJECT NAME r J ! t -A-,* t7l s 65t /cey G ie, .: • PROJECT NO. 99/0-49975'; I/ /441+%.1/ 6/�/ I�� /ilt)11% ///' PAGE (includes Test Reports) / OF / DATE 7`/%- 9, ' FIELD DATA;' BATCH DATA , "'; . SUPPLIER 0.4_nri1 -ki TYPE OF CEMENT MIX NUMBER T4/ �. / 4 3 WEIGHTS PERYARD DESIGN ACTUAL. TICKET NUMBER / S/ (n / CEMENT (LBS.) TRUCK NUMBER (7/ A FLY ASH (LBS.) BATCH SIZE, YD3 /D COARSE AGG. (LBS.) TOTAL PLACED JO OF / OYDS3 COARSE AGG. (LBS.) WATER ADDED, GALS. ...5^ COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) DRUM REVOLUTIONS WATER (LBS.) BATCH TIME r2 :1 (.2 AIR ENTRAINMENT SAMPLE TIME ,9: c/ t; ADMIXTURE NO. 1 FINISH TIME 3' /0 ADMIXTURE NO. 2 SAMPLE AND TEST DATA SAMPLE SET OF LABORATORY SET # I.D. # SAMPLE LOCATION: DESIGN STRENGTH • L (5':PSI ■9 DAYS 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) 7- 91 /- A j SLUMP (ASTM C -143) 171 di SPECIMEN (NO. /SIZE/TYPE)! - L: k / a AIR CONT. (ASTM C -173/C -231) /VA ...-- DATE SAMPLED 7- /cj - AMBIENT TEMP. °F ? 5"'- -7 dj"' DATE RECEIVED SAMPLE TEMP. (ASTM C -1064) 4"0.- / -'4:57 - CURING CONDITIONS UNIT WEIGHT (ASTM C -138) AM HIGH/LOW TEMPERATURES YIELD (ASTM C -138) IVAt 'Note appropriate test methods If different from those Indicated SAMPLE STORAGE LOCATION AND COMMENTS .. 5. .1 )■•=2 AGRA FIELD REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER Thic mn■rl cnlelu Inr the infnrrneilnn nl ....r .lien• Tkl._. retnnri i.. rtni :..1.....1...1 i.t ke • t_ r..0 . : .r..`..i. i,,, . : y �. r4`yat i.. - ��ry. ...,_ r. � 7•� , , ,r�..Ntiv, ^,. '1•y- i,�h, wi✓ NMd )4'T:••i'. (i. ‘77 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 IA1 Te e,,1)- ,L,n/ f' 6 �„,J re (e.id -// PROJECT NO. (1InI - /9!/75—qv REPORT NO. V —' n ADDRESS C n l /R / Pe? e:l c Oat s . 72/ /e 1.t.' PERMIT NO. /111 -of 8 — 0/3 ' DATE 7-- /i - 9 CLIENT • ' .<4/1 ' l!, >e. WEATHER cZe PAGE (Includes Test Reports) 1 f —7 1/2_5 4e, -<‚6(7 STRUCTURAL ENGINEER AGRA PROJECT MANAGER/P ONE NO. IDEA/ S/1 //i - ARCHITECT AGRA FIELD REPRESENTATIVE/PAGER NO. _ IQ TA ///OO/ Si ^l/6 °// CONTRACTOR /, _C/1, f� y f! f f• TYPE OF INSPECTION NEW INSPECTION R/ C ❑ RE•INSPECTION s .: t� ', f 44::.4.4' . { !�,"§ �':. / t+,t ; ., 3. t. Y {�.:. } 5.. # 1f'� i §..; �y.°.t Z v, r a l ' "� ' ,'�; -?Y' S L .° :� "1' ws }. R., .... y <y, , f't+ v, , .., ,. � ,.: � _ d , ; <INSP;,ECTION:'DATA .,_ .,,..: , ...,,, r f ti J� .a.��, .;�. a�>� .r .:.��. he p'E% _...--3,-/.., 0 a-)v D ( , Gs 'Q 2( /� --6i era�t.c„ /- I, ,..).__ 1242 ti L ( cc.: n,C ye Z"r• ( A) Cc. c , e / )2..0 CI n a „icy 9 rep cy7r / tI L.( ( I, ?Z� -'-e., `E c i A/ r• eJ'r ,c [�. C G:Y`l1r: -.-� /G /t,e,1 .- fi) I /�C.s l,,/C.._.,'r . I II ( .I )- c t C.. (c �'CC e 11I i c (C- c.--c-11 C'. .e /.0F1 4 J (c /2_&e). G, .(.7,-),G_ .. (c,'c..l r c.I, o r V-12-4 r, 'ev is to / t. .1. (S t «7 ► (rr• Cf 0 alvo ( c' . / (e )2. i h c-I 4/5/2cS'C (.:1 lb c, c'.. ( /jArC"g. e/ C_ it/ li C 'z€,( Ai_ C"c;-) rr> -.[71 cePe..r `. 6,1c,e,/ l-_, , .1.;.^k er J 1 (.,/' r K t ' (1 :,.,t I ) Q »`c: ( C t. e• (, , (r1 l Lc ( .::---,1 c r l el o) I 1 C.cr.. I /�� . 5 (7, ! 7 1 1 t51 6 c) / i. /F [ 1 riI I I Ot a , // L^ Is, ? %/ t' ,l. p (#.:;, Itc t-(il,f'; lc. -C/ ,,,r- � C ��` 0 < t t I. .. )4c..(C .-- .')1�� c..I �c -J 1t• /A/. j f” o _----;,1 G I. 4 .. C.,/ —I d• )( /�') c cy •(, n� ie, , Y lr :, /[i it, -, 4 _ �7Tcr c �._�'�. ,c, 01,�;>! GI /1?) Lf .5'2. 1. L,/c_,c,c..., St ((-11 -� asrl /,- cc.n,1 ..%,. `:- •c/C OZr1. (/aE 6-4-)7(,,"L , /1 P. SAMPLES OBTAINED (NOJSIZE/TYPE . 'g{ yv y' fa :t i.. __: „,,,, ` 3 . ? tts. t, i. : ( (f °� t b't x; ” it i<'', . <1't a lb� . (try t� t�* !AO . ,,. INSPECTION RE ULTS .., .t.. ,.. :� "( =a l irxj x ;�tx! ,ri: 4} , < !A 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. A\ rAt T AGRA FIELD RE RESENTATIVE ,/ 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. 122n° Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821 -3914 tc ... ..:'. tr .e... r TEST REPORT •'CONCRETE ASTJM.0 -39 GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE ASTM ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 C -140 PROJEOTNAME /^/.7E /2 n /ii 716 M /%r! �4 /E- !U 11 r PROJECT NO. ADDRESS HI . / 0 / Pe? Ct- 1 C fIf/ S. . // V REPORT NO. "- /Z PAGE (includes Inspection Report) OF CLIENT ( /8e L/ A C e9 DATE 7 ---/‘ ^ n y FIELD DATA ry r Y} '�'r ; { Fr BATGFv GTA p ; � � tti SUPPLIER s-T,- „I F (U Q't Ke7 TYPE OF CEMENT _ jT q t."-- MIX NUMBER L/6.57-, / WEIGHTS PER YARD ACTUAL DESIGN TICKET NUMBER -2/7Q79 CEMENT (LBS.) C /5G. TRUCK NUMBER Za Q FLY ASH (LBS.) eta BATCH SIZE, YD3 / U �] 1 V OF d� 9 YDS3 COARSE AGG. (LBS.) COARSE AGG. (LBS.) / /57 TOTAL PLACED WATER ADDED, GALS. A/c -1u,t COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) / L// 2 DRUM REVOLUTIONS WATER (LBS.) c� ,36 BATCH TIME QQ ; (.7:2? AIR ENTRAINMENT SAMPLE TIME 3 1 U S ADMIXTURE NO. 1 I t i e 1�0t t t �r (tr P L_/ d .? FINISH TIME 3 ', /5 ADMIXTURE NO. 2 SAMPLE AND TEST DATA . SAMPLE LOCATION: 10 Cc-ry <. ((;)t- C( /- /,c {¢.41ttC1t • ; SET NUMBER: Lie( r c (/ ��' ��.. f Lt /c..CC _ .r„ .0; S. fey „a 4 bk.' DESIGN STRENGTH LiL'vL PSI CAD i 0 DAYS 'TEST DATA', TEST AGE (DAYS) SPECIMEN (NO./SIZE/TYPE) DATE SAMPLED DATE RECEIVED SLUMP (ASTM C -143) AIR CONT. (ASTM C -173/C -231) AMBIENT TEMP. °F SAMPLE TEMP. (ASTM C -1064) ACTUAL 1/ 3/4 CURING CONDITIONS UNIT WEIGHT (ASTM C -138) 6q�- %'n5 =:S - HIGH /LOW TEMPERATURES YIELD (ASTM C -138) SPECIFIED 4/ ,% ','Note eppropriote tees rnethode If•dlfferint from thoee I►tdiclit d ;: 'fif?zx:r � COMMENTS':. 1/4QW 1 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, without written permission of AGRA Earth and Environmental, Inc. :1'?'r''J';.r.�... AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122 ^, Way, Suite 100 Tel (425) 820.4669 Kirkland, Washington 98034 Fax (425) 821 -3914 • . . r . . • • , : aT' .' 1 1'.4+.e 4,1. 1yi,^ ri.• Vy1 .:,tr.0.t.. r,.r • .■•• r• .. ... • • . • • ^ . .. � i• . 1' INSPECTION REPORT PROJECT NAME . Z - x / % e , 4 2 A i k i " fi e ///L GA 7E 1.aA y PROJECT NO. q- 9/- /'/75-e REPORT NO. V--// ADDRESS 490 / PnGl c /1f f/) S. - 7'-! /k(.d/lA PERMIT NO. /j D� 47//1 Q Jc' e.7 C] DATE 2- - /•S-- / 9 CLIENT .'.•..sAeE ke WEATHER ��f�y PAGE (Includes Test Reports) STRUCTURAL ENGINEER AGRA PROJECT MANAGER/PHONE NO. "'' . @/ ZS.% 809e1-• 9a9 `" 4 e/+/ SAW ARCHITECT AGRA FIELD REPRESENTATIVE/PAGER NO. c-gig ',iv/WI si A/ ' CONTRACTOR Sihige y lI/ c TYPE OF INSPECTION JJ NEW INSPECTION Ne O RE-INSPECTION � ��,� :,r � INSPECTiON..;rDATA • �M �r'�r ,, s �,� 'l': �r�•✓' ^e.`t.`il`l ' �: t ('T 4"t....N t. 1ll.;.•.JN„('t.. ., J' `t`a:- 4,••.1: %. , -t.� .,i.; Y( 6.' Y" tL,J''''. j4J S!.• . !' •)Cj .Jn`HS'S "L'')'Si �•�'. i? �i . } � ?. +c n.. i, r ,a +fi >r i ;; � a `ri�. «j�+E � :+�[.'� t ;'�.!'r Y � 1 I A :yam .t3 I �! � t'1. Y•f�y 4 .I �� i� tf� �'e.Tryr. f'�. ... � , r 3' /}6�';`J. .N< 9i i 'l 'i: lry��r" ���•hM1, AE. e RofrTyk,..a s. ci d /.e,......1/.-eyoncti czt..., ..7.c. c 417 c:-:). Q /,1/, tv-A 01 Cc ,r,/(-ra -c Z ( /a %A// ck Co (.-)v C (U2.Ci' ^ ..Dee T-=n/ //c n/ CI 1/21 / 74 cr. 4" ,c1Gc-t I ir e--pv0( 1/4.c,c-4 L (i2. -CX _ c..-1/4-.,..., �rn� 0„n.:), e„., eoe.....4,...e ( 0 rC. ; C ts, l ka. _ c 1),--, r 6/ /C• //!1 l Cnitrs.f.. K 6.7: KG'.,)'r't.Gri /' c,„ „G( (i e- 1 17 c.. *Le.. vas ' S b .. ` ( 0 r) r roc / r c r f (et 31 ), r Cr (c r,r l.(/i /n /( / -),,, c-1,).1e-( ((._)cr.., Ci',(-)1..-:)6- 6-c.(..(,((cr L.ci(ff.! r'!'(� 1 % /4c`J`R 7v /L -'-, k q /ei S - '5r6.1i11y6 rJ lC nlr:ac.L.r ,. c'r?I, j,.. 1 ` • --rs- -'hI3 rl "1,1— `I / 1 r ft II ... r A 1C IC.. ' /7L n r -�t)' I /°'nF . � _ CI (( /0.1I \.c. t1ILf' /( 1 r F CI C t1 1 77 �G.1 /CJQ1iri!1'' ( /a% ,- cll., •s I U ',110) k[' 61- 4 4(; ' L t, .c•.(-51!`.1 -� , . - -r_‘=-- ')/'-. 1 c'1 "�/(L -1 CtJ�. �� )••(r (r �,LC,1 J' .. �r n� r r� �a �; lc� F ,( i�h7 `> >rrC,s. / i AMPLES_ OBTAINED `(NOMIZE/TYPE) '.. %`' 4a N,,., t4ir 4 : °Y rs.; : 1,-:::',?..,..,:., rl „” " - \/ /� z': .• , . r ,§!,,,,,,f,,..:; ...,. INSPECTION S •.:•','' 4''''', r t. .h. (1: - �� ly nI .I : ; To the best of our knowledge, all items inspected as noted above w re Yes 0 Preliminary Inspection in general conformance with the approved plans and specification . No 0 Deficiency Corrected — Report No ....... ' CL: AA -1) 1 AGRA FIELD REPRESENTATIVE 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. 1 AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820.4669 Kirkland, Washington 98034 Fax (425) 821 -3914 TEST REPORT ..CONCREE ASS- 9 GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE _) ASTM C -140 PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 PROJECT NAME." A/ 76-- leAho 7%6.A // c ` /, 6' Gu 9 PROJECT NO. / FLY ASH (LBS.) ADDRESS /,n /� Q l2l / /� Cj /-[ /Au �/,� „roi 44.4 / REPORT NO. v.._,l/ PAGaE(Includes Inspection Report) OF .L CLIENT see6 / AY C DATE 7-- /s' 9 9 aFi FIELp ., -.+ t.t $ ,r. DATA ,',,,. .'' ,' ht. i n.La4.n J.r. .,:, .'-�tv .. i dt.:j@ f +c ,.,;, ,=(YNt.w ,' "�.. r . , i , :. i r ' x BATC DATA l ' r x , t ;. rt• r e 4.axr< caF�;�+i .1 t :'1 �. yi ° '���� �;�iS;it,i 7 / SUPPLIER 5-70A,g (d/h/ „,,,c H e _5-2 / 7/ 7 2. 3 S TYPE OF CEMENT i WEIGHTS PER YARD CEMENT (LBS.) ACTUAL DESIGN 0.50 -41 MIX NUMBER TICKET NUMBER TRUCK NUMBER 3 2 FLY ASH (LBS.) Sc, add' BATCH SIZE, YD3 9 COARSE AGG. (LBS.) 7/8 i Cls'J- TOTAL PLACED 4 OF /S YDS3 COARSE AGG. (LBS.) WATER ADDED, GALS. /Q COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) ( utai' /y/ DRUM REVOLUTIONS WATER (LBS.) :C 3O BATCH TIME O .' OS AIR ENTRAINMENT SAMPLE TIME 4,2 . S S ADMIXTURE NO. 1 )021)A Ph 1/ °Z FINISH TIME 3; /0 ADMIXTURE NO. 2 SAMPLE: AND TEST. RAT,A SET NUMBER: SAMPLE LOCATION: ,Gy/ /7// c "Y2c+C es.77(% /2.' ..CC DESIGN STRENGTH Z.8)0cM1 PSI @ u S DAYS ;) E 7e- A/ lie n/ P/Ct . id `TEST DATA''; ACTUAL p SPECIFIED TEST AGE (DAYS) SPECIMEN (NO. /SIZE/TYPE) SLUMP (ASTM C -143) AIR CONT. (ASTM C -173/0 -231) DATE SAMPLED 7—'S- 99 AMBIENT TEMP. °F DATE RECEIVED SAMPLE TEMP. (ASTM C -1064) 7 r ,- CURING CONDITIONS HIGH/LOW TEMPERATURES UNIT WEIGHT (ASTM C -138) YIELD (ASTM C -138) 'Note appropriate test methods if different'frotn thtieOhdIR COMMENTS 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. 122"d Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821-3914 INSPECTION REPORT PROJECT NAME ...1' Ai -7-4L7-0,e/v...;/ -7-/edAzde ,4 7e,,,- iti 11 1 PROJECT NO. q. con. REPORT NO. 7.- 6 Lk..3 ADDRESS , ,... , PERMIT NO. 4.7 ,c? -.ow, DATE PAGE (Includes Test Reports) 9? CLIENT lt, C , WEATHER STRUCTURAL ENGINEER 11 I EL .c e.- r G36t twv,--, fise AA, AGRA PROJECT MANAGER/PHONE NO. ke7A/ _s-04 /1/ fr/ z zi egio - ARCHITECT ........4-7c)02 v AGRA FIELD REPRESENTATIVE/PAGER NO. • f:1 -7 A /.11/?/ / A/4 CONTRACTOR :--‹ 8 Y ,%. C . /7 ( (f _.--S C / 4. ell ... / ../.ii ) (- I, ...y.-.. kfr-i Ak.. TYPE OF INSPECTION a NE W INSPECTION RE-INSPECTION . ....,;:,-.:-,,,.,m;‘?4,0,;ggiimkip,,,;f:!..giptmea,25wo:x:t;,..g,&iig,:e;.,ANsPEciiot,C'DATAVggie:00.,01,,Y i::oltift:Miiaica.agiaNit ,VNat' 41$ A E E ,F 4, cy 4 ot -Z , 76" cf ••virri evii...a4=1 1..-(c;A C70. ,ai-- dee efyoye 46. .7. ,C , ,.. L4.-.-.•:--)1 ?--. , ,iit / , 6, ./. j- A I: / // . • . rr if /0 . 0 I -I, e cr? f/ 4.4 VI) 7, 6 7ta A/ -Pi n/ ,... , (7.., ...,,, -77* 0 e- .... el ril 1 ( ,.... V . ,,• 4=15 my- , i r)LQ e• (. ,7 of LS 71€: R , 2 *DV; r-fiV114 ce7( , ..iti:friA 07,,,i, c., ritc..1 ( /ife...,.) (c1.7..;:)L..e, 6. , (ak,.( ...__,_no richni; cc af,. /(; I( . i 1/7/ 4 el 41 i • (tin.") vc./ f it/ ice; ./7 4 /1./eTy t''j.7,----71 4? r 4 1 ( i s 1k )ils- i 1.p,- - ........4-7c)02 v , 1••-/V" /7 ( (f _.--S C / 4. ell ... / ../.ii ) (- I, ...y.-.. kfr-i Ak.. .17:( (t e-.6......e : ... .. tzr C-- 4 .-;/ / f 7s c‘. 2 , r e?-r "iiiii fti-2) OdC.) PS/ t_____ i rCt■..to / )— CQ ryi )1 {Lc./ ( ..tf r c , 4_9 SAMPLES:. OBTAINED:(NOJSIZE/TYPE)*;tY,VKIMONga,i",,tiatta3:01R,A6 I NSPECTION [11ESU LTS1',WAVM:$5.4:WW.V.ag To the best of our knowledge, all items inspected as noted above were ..bieetvg in general conformance with the approved plans and specifications. 0 Preliminary Inspection 0 No 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 Thio 'canny'. le nth-suit-1.A enlethi f,, the Inferrentlen of ellen. Thle •••■e.e.•4 lee osp.e •- • 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 , GROUT MORTAR (TYPE ) CMU (TYPE ) I PRISM SHOTCRETE TM C- STM C -1019 ASTM C -780 ASTM C -140 UBC 21 -17 ACI 506 R PROJECT NAME Y2.-- 7 ,P,v47 /0A/de G.�l lE <</d PROJECT NO. /, mot/ I S / l< tit i EPORT NO. 77/k v�, B 10,� 5_/i y �� c ADDRESS /9C /; CLIENT nCr' DATE 7- c/ - 9f OTHER PAGE (includes Inspection Report) St OF 7. .. FIELD D/�TA , t r �� z . r .. .. . ... ., i '.il t. �': ... f� "1l 1 fA 3 N ) I , I, Y45 ;i. • (,, 3 C $+ S d't.Nb't [[1 J c g� i ' $ BATCH GI4TA sux # Y� t ti ¢`"� r4 .r., . .s .. . 't { � .... 'i, u(,�.S.ttL: .. 'sifi,.i' 4L:: i. fi'+%k:'[ i M } '... rit b,.� SUPPLIER ST47,/6 'I- y & , "TYPE OF CEMENT 4000 PSI ® 26 DAYS '`'' "TE3T.DATA `; 'r MIX NUMBER 48s2. WEIGHTS PER YARD ACTUAL DESIGN TICKET NUMBER 7/6 e57 CEMENT (LBS.) SPECIMEN (NO./SIZE/TYPE) t /.O TRUCK NUMBER c 3°° FLY ASH (LBS.) DATE SAMPLED tjp t' BATCH SIZE, YD3 / 2- COARSE AGG. (LBS.) 74 COARSE AGG. (LBS.) DATE RECEIVED ' el 57 it- TOTAL PLACED 32 OF YDS3 WATER ADDED, GALS. /14 0 (11- -C _ COARSE AGG. (LBS.) / ALLOWABLE WATER, GALS. FINE AGG. (LBS.) 4,r, /L/ /• DRUM REVOLUTIONS WATER (LBS.) g? /td. BATCH TIME - ; --Gi'b /.,, 7 AIR ENTRAINMENT ,� ` p `7' SAMPLE TIME o, : A 0 ADMIXTURE NO. 1 1 Ll R i1/ J 41/ FINISH TIME A; ,3•S ADMIXTURE NO. 2 SAMPLE AND TEST DATA> J %, SET NUMBER: ii SAMPLE LOCATION: lo� 7 C. (q C C /01:4` 9 ' �/t/ Ck _ c: r..r. C1, S /a 3, .5 1 I cc.4c / /,Q n 4.k �r;,, j.;,�, .#(._ • DESIGN STRENGTH 4000 PSI ® 26 DAYS '`'' "TE3T.DATA `; 'r ACTUAL i SPECIFIED j TEST AGE (DAYS) 7 Z6:;,,,,,24.5-1, // SLUMP (ASTM C -143) 3/!, SPECIMEN (NO./SIZE/TYPE) ' / _�6':(/ 2/") AIR CONT. (ASTM C -173/C -231) f 7 DATE SAMPLED •7 -- /�/- ' 9 AMBIENT TEMP. °F ,'q `',c- DATE RECEIVED SAMPLE TEMP. (ASTM C -1064) 7...0 GA: CURING CONDITIONS UNIT WEIGHT (ASTM C -138) / HIGH /LOW TEMPERATURES YIELD (ASTM C -138) 'Note appropriate test methods It different .front' thori indicated.' a?t. };,f,t2, a.1, ;�,M%r:;t}'� y,g,`i COMMENTS ' t {jq g fll (l: � k4„: f�dbT '!{Y , VS, . ..., ., ,.. t.: � �.? t. Y'..... ,.s�?;.i.•.3 ?� f r s¢ ;(d�.y> �i:s,, d: �1 'f;t1 .I i•` .. . 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 -arid Environmental, Inc. • • "..li" Id t,; .. • jl, :S :l f;la•.. .. r'0 AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122n° Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 .• *;_ t7' • f7i 7 , 7 1 ,4f /7.67 n.. , ,'f., "l^T: I�; - •1 ;,, t••••••* INSPECTION REPORT PROJECT NAME - -ra��. ( ' �--{� �+�I- -K-- PROJECT NO. 9- girv�- !2.`/75 -V REPORT NO. V -`� ,\ ADDRESS r 1ZLf ZI a.`S1(.✓ PERMIT NO. 9$ -0 I3$ v� DATE '7 -I3-9q CLIEN � 9 WEATHER $b° Sv PAGE pnGIudeSTest Reports) 1 a Z STRU TURA 1. ENGINEER VI •, ARCHITECT illv yr ♦ m'0.-..c, E'S ,'•/ . --r._ AGRA PROJECT MANAGE ..J AGRA FIELD REPRES Lt S a - 'HONE to• ilk ATIVE/PAGER NO. 5 C NO TRACTOR �A 4.1,1 ENSPECTION TYPE OF INSPECTION W I i !• ❑ RE-INSPECTION <Ikr': >:1NSPECTIOP DATA` 70,rp Yw T 1€ £ a,„ S _44 L. C.-\V-C), V-■ *Lie- Ct:r ,,._. -'fir•. c t' * , a,... -mask- k C\ 12 SV Lkcj c- L...)-ok, .?\‘;4..t...14=A •1' SAMPLES;;OBTAINED (NOJ SIZE /.TYPEii ; °;x h k „,.. < s INSPECTION.RE t w xs To the best of our knowledge, all items inspected as noted above were in general conformance with the approved plans and specifications. SULT es ❑ No ❑ Preliminary inspection ❑ 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. AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122 ^' Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821-3914 TEST REPORT CONCRETE GROUT MORTAR (TYPE ASTM C -39 TM C -1019 ASTM C -780 PROJECT NAME ADDRESS Pct CLIENT \'` ID CMU (TYPE ASTM C -140 PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER PROJECT NO. REPORT NO. DATE PAGE (Includes Inspection Report) OF Z IELD DA ; BC t D < . f IN, y� >' t L F,fi pF'r,K{p?Si #frr f j , SUPPLIER TYPE OF CEMENT MIX NUMBER L74S5Z_ WEIGHTS PER YARD ACTUAL DESIGN TICKET NUMBER —71 L le ` 3 CEMENT (LBS.) 1.71S-0 TRUCK NUMBER 3Gc5 ©f FLY ASH (LBS.) COARSE AGG. (LBS.) "34 COARSE AGG. (LBS.) BQ /9 S./ BATCH SIZE, YD3 TOTAL PLACED / / OF15:YDS3 WATER ADDED, GALS. /0 COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. Lc .-f—, FINE AGG. (LBS.) '3 1 y 1-z. DRUM REVOLUTIONS S WI t r... —Z ', Zc) Z I. D WATER (LBS.) AIR ENTRAINMENT ADMIXTURE NO. 1 v2-.OA LL f 2„" 0 ! -1,al� BATCH TIME SAMPLE TIME FINISH TIME 3 ', ( ADMIXTURE NO. 2 SAMPLE AND TEST DATA SET NUMBER: SAMPLE LOCATION: Q .1C- (A)6,A.\ a •.TEST..■ATA ACTUAL DESIGN STRENGTH DPSI © 2 DAYS TEST AGE (DAYS) "' -�t 1 2_c , SPECIMEN (NO. /SIZETrYPE) N) Y Li. S DATE SAMPLED '-7 - , '?j r-1-1 q DATE RECEIVED SLUMP (ASTM C -143) AIR CONT. (ASTM C -173/C -231) AMBIENT TEMP. °F SAMPLE TEMP. (ASTM C -1064) SPECIFIED CURING CONDITIONS UNIT WEIGHT (ASTM C -138) HIGH /LOW TEMPERATURES YIELD (ASTM C -138) 'Note appropriate teat methods it different from thora,Indlcated C . COMMENTS .: ,vA A FIEL I REPRE NTATI E 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. i• +i, 1;.1 4�; ;;12. :, r^ ` :211. : ' 4 i1y:c.t ,1q i, wv'y:.1Cf C'itt,.? ti,UiY.si.i : �:�3 -!'. 4-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 � 1� �','�� ���_^ �! P PROJECT NO. R REPORT NO. ADDRESS e CLIENT / / W WEATHER P PAGE (Includes Test Reports) /' STRUCTURAL ENGINEER A /. ..4 C l AGRAPROJECTMANAGER/PHONENO. r- i/ 4 % ARCHITECT // A CONTRACTOR T TYPE OF INSPECTION NEW INSPECTION /,e, 0 /ev v. -eel r .WC:1 , once- e \. C p (.∎ c( ,,r 0,-,--4 •L.) ( % (. •I / (.), -► VC•.0 / i ejt,Ci. If ea l /10( S -OrYNe C., S t r) ((),',�fe' /< °, •,- •,v.• --r 1..t ca .) u (--)/../ (CI .■ l9�ac ( c'-'/ �{i , /0✓Pi (r L /-t /1 ‘,20 GS 53 ,1 /; C f e! d l� z i* ;/t/o�S r?c r /6t / �, � a l {/rc'C1, /j J /. r �Y V .'J, ,,,.. . i1 . , 3 J i w. �- °f Y l j" , y 3q1 fy�W$�,' 1r, yI�. +i!'r�f+;!+�i� 41' 'A F'}�. . F• • �. � '::,'!,*.r.', .�;. � .. t. SAMPLES OBTAINED �(NO:/SIZElfYPE) >.i1 :Y'c,f :.. ��LxkfSN,R�"' �i �'��� 'h " )�c+e? ✓I����};f3`'L311`. / .:(1 T ' / 1 e-',. - X /0.2 :./ s, To the best of our knowledge, all items inspected as noted above were "Yes ❑ Preliminary Inspection ❑ No 0 Deficiency Corrected — Report No in general conformance with the approved plans and specifications. AGRA FIELD REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER s, To the best of our knowledge, all items inspected as noted above were "Yes ❑ Preliminary Inspection ❑ No 0 Deficiency Corrected — Report No in general conformance with the approved plans and specifications. AGRA FIELD REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER 4JAG RA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821 -3914 TEST REPORT CONCRE ASTM 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 PNOJECT1r - �, /, , ,,, ADDRESS) 4/2 /vC ' /( -._ , , �, i/ ( do,u /1 PROJECT NO. r crrl^^ -12q 7.s . C ., r / ':l r, , e /` /✓" j/ S: REPORT NO. 3 PAGE (Includes InspertIon Report) . . /" OF CLIENT �.. ... / �a. b�.., DATE � - �� -ci? ;`FIELD DATA`S SUPPLIER MIX NUMBER TICKET NUMBER TRUCK NUMBER, • t T;CH} DATA �w�u „as 'k�- 11 TYPE OF CEMENT WEIGHTS PER YARD ACTUAL DESIGN "716.86q CEMENT (LBS.) 6 U U BATCH SIZE, YD3 TOTAL PLACED (v ,2 J__OF,3 _YDS3 FLY ASH (LBS.) COARSE AGG. (LBS.) i . 00 COARSE AGG. (LBS.) WATER ADDED, GALS. ALLOWABLE WATER, GALS. I0 COARSE AGG. (LBS.) FINE AGG. (LBS.) el 2 DRUM REVOLUTIONS WATER (LBS.) BATCH TIME AIR ENTRAINMENT 0. 2:05 n� J SAMPLE TIME ADMIXTURE NO. 1 y06 FINISH TIME ADMIXTURE NO. 2 SAMPLE AND TEST. DATA SAMPLE LOCATION: DESIGN STRENGTH TEST AGE (DAYS) SPECIMEN (NO. /SIZE/TYPE) DATE SAMPLED Scley)PSI © .1 DAYS e I-1 r'•1 12 • I. *TEST DATA SETNUMBER: CriC ACTUAL SPECIFIED SLUMP (ASTM C -143) AIR CONT. (ASTM C -173/C -231) If AMBIENT TEMP. °F DATE RECEIVED SAMPLE TEMP. (ASTM C -1064) CURING CONDITIONS UNIT WEIGHT (ASTM C -138) 7 ,2o, 7eu/c- r 7,.90 % -' HIGH /LOW TEMPERATURES YIELD (ASTM C-138) •Note appropriate test methade'In :difannt from those. Indicated' ;;;.;1 7 !„ N,;`t j r;,?;'e COMMENTS !. :1'. 1 : # . :.f. r .s.r � Mi•F4i ) 8��� i i ?7 f 'I `a t ' g 3 'S , �" t`i a.,. qtr„ AG 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. 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 1 / ,,,C�/ "�v' ° 7. , / 6---., 4.�L., / "/ /�G lj� C PROJECT NO. �/ / .;7,Af • /_.-'7 % S! ' C....... REPORT NO. // �% (/ — / ADDRESS /.�72/ / A. �, /�, . PERMIT �l ..5._..314.., °T DATE 7� PAGE (IndwM Test Repatls) / OF // CLIENT H+" - WEATHER CAC,/ STRUCTURAL ENGI ER AGRA PROJECT MANAGER/PHONE NO. p 4 // �e-4 s1' O 7v —>'- ARCHITECT AGRA FIELD REPRESENTATIVE/PAGER NO. •-st..- C X'/�: e'c/ / 5'`r''<---- %l' % 'J -4-/ CONTRACTOR y/� %' TYPE OF INSPECTION _//.. W INSPECTION /C 0 RE•INSPECTION ,; ;. - . ., , ,:'Sw'J:VCOMMENTSf... 1':,L,' r,;r. ,; . ;:..f.i.5: = .;''fw,'. °,ty,.,1.. s ;;, ... C /'Ci S`ii,j. eV/,-- e,^J >e si /t,tJP.5 r -G / /r'.f /-<xo /S-, / fe,Ac■-e. 4 i 1 / %%1 CLe.a -e ,, /r!' C1 0 ^S /r' °G..nr /, / �r-c o /c..r. ./ K o ■ ∎ / ,.: .�. 4 ,/,' C /� /J .S / -+� ljt'i� / / /. c-c (4 J � '- , . " �, r<P t., r A. e., c // ;�..�.7l .s ..: „ -4' L??. /_6 ,L' / // f /P� c GC /(.., / /r .f /'„, / s'/ .s,'re L. -^ /// l._r' //. 4r / -e / r:..c y I9 s• 7'2 /-- O. i• :. t, ,/,- / r / < Tdc_ 71:,......,..., e. /5..o <.- "'ee ,le. / r.� r.,. r. a.., e/CU %,"" ^ / 5 u .. %��a t { r l r- �.. -� �I /I /�� .� �� / ;' /^"� /4vr.s ..5 —ire; ,.i' n 7/ , /: (). ` - / r'7 / r O. c /)./ ,p/ /,/ ! / - ���.. -/ ter,.... ��rIA-c.. -. rc,c_ .�-"- .:_ elf, „ ,./.-7, ;1.: s-y� ��i, ._. >' I / ✓:./C i ( ....�.r (/r l._:C: .I (..',..),, S.) /C /'C !!/ /A.' O h.. . /9/24...G2 . . . 0 / c-.)// C.7 /' ";/..•.A G f / + C . t': / / . . . . ' % G i i / . , r / / C Z . 4 %/ ( 1 /. C. ✓r7i /1• 0 4: ,. . r r :_.c• \ /0 /,a- 6 /r.:. s . 'C /!. • T. j.,4." /.J > .i/ r•*, r'C c it' — Cd•; , ' SAMPLES OBTAINED (NOJSIZERYPE) .•: Y t<yr " !i// 'SUMMARY:!,-: '..:•;.;:i.'.',:.":'/.. , . r . , _'; To the best of our knowledge, all items inspected as noted above were ., ; ❑ Preliminary Observations in general conformance with the approved plans and specifications. 0 No 0 Deficiency Corrected — Report No AGRA FIELD REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE RERIRING REVIEW RV nIIR RRn.IEflT UANAr:ER (-3 AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 TEST REPORT •CO�ETE l `A$TM 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 PROJECT NAME 774. / • (04 > 6"; i:- �i�C. 4? ' C. PROJECT NO. ,f% "' -/ Vt -G PAGE (Indudess Test Reports) / OP Z. J REPORT T NO, I./- 7 DATE / l/ __ � /e.f -r, o•4 Z.1. ti 7L FIELD DATA ":. BATCH - DATA SUPPLIER (7M j/ TYPE OF CEMENT MIX NUMBER 3Y5/5 WEIGHTS PERYARD DESIGN ACTUAL TICKET NUMBER /2-2 7 y CEMENT (LBS.) TRUCK NUMBER X7.3/ FLY ASH (LBS.) BATCH SIZE, YD3 COARSE AGG. (LBS.) TOTAL PLACED 'OF ,'YDS3 COARSE AGG. (LBS.) WATER ADDED, GALS. /v COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) DRUM REVOLUTIONS WATER (LBS.) BATCH TIME Z, '3"Y' 3 Y AIR ENTRAINMENT SAMPLE TIME 'j'•' y c) ADMIXTURE NO. 1 FINISH TIME e..'e_7J ADMIXTURE NO. 2 SAMPLE AND TEST DATA SAMPLE SET / OF / LABORATORY SET # I.D.# SAMPLE LOCATION: %< <, .) ... ‘/c.,— /" DESIGN STRENGTH PSI ® 7 DAYS M 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) /-7, �" -', j � /-/ SLUMP (ASTM C -143) / 1 V-i/ SPECIMEN (NOJSIZE/TYPE) V (.;,� // / AIR CONT. (ASTM C -173/C -231) DATE SAMPLED —i' S AMBIENT TEMP. °F '—f` _r" SA -C) DATE RECEIVED .7 /1J SAMPLE TEMP. (ASTM C -1064) 25 5056 5056 CURING CONDITIONS �� ,/.,' UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) 'Note appropriate test methods if different from those Indicated . . AGRA FIELD - EPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER;; SAMPLE STORA GE LOCATION AND COMMENTS .. rre) -. ,/,.. T_ • c / .is , J,- -• / L ./t ✓ /7Z•. AGRA FIELD - EPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER;; • -"Ti'l" ••■• • ''4 .• • ENGINE ERINGpiw....../LtH IONS 11335 N.E. 122,4*Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821-3914 • •• V.' • "77' • INSPECTION REPORT PROJECT NAME -Z4:14;1'0'n 1.,. 5./ c ''X''.• /1*/.4.'el...,. i2 -,(1 r Lr6 0) PROJECT NO. ' Y *us 2-"gr /,-"y71.- C. REPORT NO. ADDRESS / • • • - 17: 2/ • ' • 0 • 7 . ). er 7 PERMIT NO. ,�,/p# aNetiransic..... * ,•91298,610110,00/ 2E5 WEATHER / 16.0" /1 AGRA PROJECT MANAGER/PHONE NO. /644 s.-e1 5/23— - er;.--?0 DATE 7 p- 7,, • PAGE (IncludesTest Reports) . /d" - CLIENT . il, 0 14 0 4 ,.....,- ..% ,, .. I. ,/- e ,....- * J ./ ) C 0 .. ( - 7/ 1 / P.--1 ..- r- . r• STRUCTURAL ENGINEER ARCHITECT 7.9 71 ../ •••-":". • 4, 5 ../t...".!: ... .., t ...;:„.".......,..i,) • r i* p / . /. , 7/(./ ... ' AGRA FIELD REPRESENTATIVE/PAGER NO. / ..,‘,., 'ef C.;-:-. :..cs /s/.. 4....... Y.1..71- - e" t(6. • Y.r. S-"":/// TYPE OF INSPECTION //e) .„,,..•' a:Kg/INSPECTION „/"" C El RE•INSPECTION CONTRACTOR S.-; .6!),.../ _.., / 4,1,- ; ..e. /C N s PECTION't: RESULTSV,KOOAVAINALOWT:MgrifigNMOVOAMO To the best of our knowledge, all items Inspected as noted above were in general conformance with the approved plans and specifications. 113-1< 0 No 0 Preliminary Inspection 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 al — it A .6•1 1 ...0 y,li :,..."44... •:.,,•,,,•,-;•,7:,*7.r4,,,j,•1 Pc-A, .. .n , •,:-.1.",.066,1;,i•Z P.OrQ' 1. ,t '''' “j'''' 441'''''',:PrilVA;r4**'.1t4"44tM°44:°"'Vrilgfr'WP.6;KANSPECTIOMIDATAtfatVilai•V•liVerMS'*1.44WWW 0 i JAAVinakfRA* ' !.;:.,•,74,43.J. A ! , W / 71 / J/ .• 7/f. (7 IL, ••••••• /CO 44 / '..• '. c'' e- (..2..- C J. 4 ,,-.., ,,, ,, ,/c't r ....-. , ""-• ;... '''...c 1 /) S /17,..• Q I . / / 5 0 --1-el e'r 1 0,••• C • •••••• 4".•.;../ C; s e-4 f 1‹... / ..) ‘,.."7,...., / / 1..' C. .e*, . il, 0 14 0 4 ,.....,- ..% ,, .. I. ,/- e ,....- * J ./ ) C 0 .. ( - 7/ 1 / P.--1 ..- r- . r• r.---" --, ,%. ) ' J. C r,-/ ••••" .... 4.. . ... 74 ,c si44,„... f,/-1,.,.., C/e/c...... , •. t ( i . • -7.. r... / 1^.. r I .... .....,, •• •• c' e ( '7) / 4/4' / • t. , N- 7.9 71 ../ •••-":". • 4, 5 ../t...".!: ... .., t ...;:„.".......,..i,) • r i* p / . /. , 7/(./ ... ' „,...i7'4,./2,/ far,.....s"1',..• :)/1.■%/,' 7. (11,,,,:.4.--4.101/e,` /. 0'4 c . (....., , ,-.::.,..... .-- -( .' ' • 1....d '....' /' _.., / 4,1,- ; ..e. /C ..:///- •••r' .,''. Y..' .1/ /4'' / , 'A ."1-3-,* ./' 7 ' , -, • • •;': .. t! .-: ,.... • I - I ‘ 4/ ,.4/C r5141 c 5 / , ...•-•:.- i , ri,........, 0 4., ., < ,,... r ri , — .- .... - . - . , c. , ,/.. • i 7 .-; % g'...4../r-,' . (:: e ( ,- .... ct -. - • e • • I...< ... ./ - , ••• • , , ../ 0. ,, , '`,..';'-` ' :::'',.:'••••?-",!.” iki•:;:',.:•P: -:!•Fi:!::•': '''' ..',' :': SA M PL ES ^-13 STA' N ED": NM/SIZE/TYPE liK,OhanigaiSifigM,4 '''''P'''''' '`34,Vilit ' /C" r e , ,s.,, ,,,e,e ,....) N s PECTION't: RESULTSV,KOOAVAINALOWT:MgrifigNMOVOAMO To the best of our knowledge, all items Inspected as noted above were in general conformance with the approved plans and specifications. 113-1< 0 No 0 Preliminary Inspection 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 al — it A .6•1 1 6% AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 TEST REPORT C ONCRE ASTM C -39 GROUT TM C -1019 MORTAR (TYPE ) CMU (TYPE ASTM ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780. C -140 PRZJE'CTNAME --- i"� „, �, X.).-/ r«.� i PROJECT NO. _ �,f- / ?'Ps-- -j7 ADDRESS / !/ ■ /� /.2Y.: / D- /"/wd' REPORT NO. y� [/ ., 1 PAGE IIncludesInspecllonReport) 41t2 OF CLIENT DATE P/9 • k` h.. .f t FIELD Kr. �s� 4 FkT r f4s ,r•�;, .. ...2'. +.i : : ,, e^.; � r f, .,Y' f �s, �r :.... rr YiV t V4A3, >..s,,,.•,, „n,,.: >.„ ,�^, ! `7,,, r K ,,t �)'�. ; y,, ,, f I u :„' #.' Ate j 3 t n� ' C �'•. ,. �E�s.44 AS. � a}s F �. ��.�. 7. '''YI , �� , ; .i,y � . `' iC , . 1 : ?, i ,>ilk irJ:rY /i8va ?� k;C'> „5 �3� �P . . � SUPPLIER C—..i/),14,4,e, TYPE OF CEMENT t , ?`t' a { } ., r.,' „t Mfyg,,- :t }.�rr�"i�� �. #.r:d �:.!e4;.4S'�µ {4w. SAMPLE LOCATION: .,;',,« /v- v„,,„7., •„ ,. // �,4— ( ;,,.4 • MIX NUMBER , s_S i 2 /t/ 3 WEIGHTS PERYARD ACTUAL DESIGN TICKET NUMBER / /7f; p CEMENT (LBS,) SPECIFIED TRUCK NUMBER 7 /ts FLY ASH (LBS.) SLUMP (ASTM C -143) r/ BATCH SIZE, YD3 7 COARSE AGG. (LBS,) SPECIMEN (NO /SIZE/TYPE) TOTAL PLACED 7 OF "2 YDS3 COARSE AGG. (LBS.) r! fi .40 WATER ADDED, GALS. S-' COARSE AGG. (LBS.) —7/24' AGRA FIELD REPRESENTATIVE ALLOWABLE WATER, GALS. /0 FINE AGG. (LBS.) REVIEWEDBY c—.0 - O DRUM REVOLUTIONS DATE RECEIVED WATER (LBS.) SAMPLE TEMP. (ASTM C -1064) BATCH TIME 114 y/ AIR ENTRAINMENT 50 • red SAMPLE TIME fr S`-.' 41 '--- ADMIXTURE NO. 1 UNIT WEIGHT (ASTM C -138) FINISH TIME ` `,' ,/ :r ADMIXTURE NO. 2 HIGH /LOW TEMPERATURES SAMPLE AND TEST DATA : , SET NUMBER: :COMMENTS t , ?`t' a { } ., r.,' „t Mfyg,,- :t }.�rr�"i�� �. #.r:d �:.!e4;.4S'�µ {4w. SAMPLE LOCATION: .,;',,« /v- v„,,„7., •„ ,. // �,4— ( ;,,.4 • tie ` /r/ C•” / , ,/ i• ,- - P .) DESIGN STRENGTH `7—) 0 PSI ©^ r DAYS "TEST DATA s' t ACTUAL SPECIFIED TEST AGE (DAYS) y ^ --- SLUMP (ASTM C -143) r/ SPECIMEN (NO /SIZE/TYPE) V /4-1.0/1-- ' ' C/> / AIR CONT. (ASTM C -173/C -231) r! fi .40 DATE SAMPLED —7/24' AGRA FIELD REPRESENTATIVE AMBIENT TEMP, °F ;' y REVIEWEDBY c—.0 - O DATE RECEIVED 7 /7 SAMPLE TEMP. (ASTM C -1064) ? / 50 • red CURING CONDITIONS C'�,.,- rr' UNIT WEIGHT (ASTM C -138) HIGH /LOW TEMPERATURES YIELD (ASTM C -138) , 'Note spprop,iate teat methode;if dHleront torn Chow igdlceled 4 . .v,1-`,, ,g aig , r i . .. :COMMENTS t , ?`t' a { } ., r.,' „t Mfyg,,- :t }.�rr�"i�� �. #.r:d �:.!e4;.4S'�µ {4w. ! / tie ` /r/ C•” / , ,/ i• ,- - P .) [/ c V / j „...."/,` r! fi .40 AGRA FIELD REPRESENTATIVE REVIEWEDBY 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. 122”' Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821 -3914 INSPECTION REPORT PROJECT NAME J >I/7ERA 11- r/ew.f1 • 4,1 re 1,..2/17 PROJECT NO. g- q,,,,- , 4i 75-- c REPORT NO. V -5 DATE 7- 1- 9 9 ADDRESS 1282/ elle lit t, y S. -re/ et.vi/� PERMIT NO, AT Q8 -o� �S S , } �� �„ WEATHER ``// PAGE (Includes Test Reports) ! STRUCTURAL ENGINEER l xr/A.,/ t1; c2,4L! AGRA PROJECT MA/ AQER/PHONE NO. Iet=A/ 5111/- << /zsJ egg. - e /t4(9) ARCHITECT i (' t ., c71 (Ni OI /Ilia G.IS} {t CL.041<t /4C VC-6( q(.(i et-2.C, G( «1. 4-49 6 I7c't AGRA FIELD REPRESENTATIVE/PAGER NO. 519-TA/ /1/ )1 S'//1/ // CONTRACTOR y /l f e TYPE OF INSPECTION NEW INSPECTION /e /e ❑ RE-INSPECTION ,x ' 4.'- ) ,',. 7? lr>,a, ;t..' I. , } >INSPECTIONAMT r 4 - v , s ,,,,,PP.; ;$ ' E. — e m ar .c c e Si i e') - ci' , CJ4 en- rn ur.., , ( L I L Sj.r (' e ' L ...e- 7E•Ai /e , it `/et (Lt 7 /p a� nT t red Ll/a --. ee g' LA/G.3 ..C,;.4 u)(z r —it; 5't4I Sc. c L,n b) 3Z c• I� ',Iy./ 2 rr Sot ! !r,t; �.)- 3 7- e �r 'ic; nu S . Lk/ (cTr�- .t-1 �.l r1l Li o(Q (-.6--)1171; 1...rct IL( 11 7X.r c-- LA- .,7c)/ f(A A,,_ to . `or ... � tl�,ey �it Ll ern, v,) � �L : -fPc.0 - 7 7 4 - e l l (t.1(r fit !1•1 P „.,( (-1,,,k( /- C,I. /L� /2 ...5c.., C� , 1 r n Y c - C, 1 Ie I „r.: ell --1)t.- A gr 1.)n-vi oj... C ( //"c. Cc 4'''.-11 7 t . l ell t_ ,.- , be A r /L..' t ria lt-$ / r Oc'DW ,.. 2 1/, , /J t CJ f r di- Vf � I 4,,',, l xr/A.,/ t1; c2,4L! ty I. � 1,(1-10 ._ d, (Jit. (..0 �,L `_2, f1 L �.0 5-c- tri; �, � - 7 - c 41 :, u: t (hi. C -( r, 4- "MI L 1 . F . c. t , I1 r . i T /6.57',/ 1. 6.. -Ct.a, , , • .1A X21. f L-• 49' i 1- Y e f7- 1_0./e -L , �%c.c K. c, t trei r•% i (' t ., c71 (Ni OI /Ilia G.IS} {t CL.041<t /4C VC-6( q(.(i et-2.C, G( «1. 4-49 6 I7c't rt.:50 -(c)' 1 G. 1` f t (L -..- )1 (,.7[ t 11 1 /< i '`CI C...Cr ( lrrr !/' do Clni, 0,11 ( tel ., r!r G c id) ::11 ( et (Y: (f. .11..)e...( -�,re ..> f I ,, (c,_. C) _ r' -.-)1r, -s, It e11t.; .. /(( �.� .6),1 �a,,0r c�n,,�, rt .l .•r,,:( .: SAMPLES OBTAINED (NOJSIZEITYPE�>r:�'{_� '..� a'i.s � . ' t,' „, , , CC, ., /2 /) INSPECTION RESULTS' ?1' ;;0,ct” g ` itR To the best of our knowledge, all items inspected as noted above were in general conformance with the approved plans and specifications. , ❑ Yes ❑ No ❑ Preliminary Inspection ❑ 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 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 TEST REPORT NCRETE) e= i9 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 7"A /7ei ?A /,J 7jC,,/ f 4 ,-."/ r- am y, PROJECT NO. ADDRESS c�77 t �t lca /%oc/ nCl , `�ays� %_ti%Iv.�/� J REPORT NO. ��G/L PAGE (Includes Inspection Report) 2. OF Z CLIENT S./a 66r l0e DATE n � r / _ � 9 F;DATIt�� ` I rti 4 t IELD s BATCH DATA 3 Fr s !� F} §"� SUPPLIER / y" j / /!/ A/ /b e 3//(/ 3 TYPE OF CEMENT WEIGHTS PER YARD 1 ACTUAL DESIGN MIX NUMBER TICKET NUMBER 9 (/ 9 CEMENT (LBS.) 4/ 1/...30 - TRUCK NUMBER • /3 U FLY ASH (LBS.) r / S-1— 141 (t O 41 BATCH SIZE, YD3 9 COARSE AGG. (LBS.) ��q TOTAL PLACED , /9 OF YDS3 COARSE AGG. (LBS.) j /e, COARSE AGG. (LBS.) 3S5-5 WATER ADDED, GALS. /( /Lot C.— ALLOWABLE WATER, GALS. — FINE AGG. (LBS.) , ) 6 DRUM REVOLUTIONS WATER (LBS.) 117 v ‘c, .3 BATCH TIME , 3. / f% /1/ AIR ENTRAINMENT „2 S G• SAMPLE TIME '7 ; L/0 ADMIXTURE NO, 1 pi 4/ PA. 3 2 a a FINISH TIME 7 ,' 5r. ADMIXTURE NO. 2 SAMPLE, AND TEST DATA SEET NUMBER: SAMPLE LOCATION: 'FTE^A/Ti��/ �t r. �/ ,�, Cam ,. -> to-(6 c(I 1 ,I u) 3 Z - C• DESIGN STRENGTH t /,SOO PSI © Z..' DAYS 'TEST DATA;;. ACTUAL TEST AGE (DAYS) SPECIMEN (NO./SIZE/TYPE) DATE SAMPLED DATE RECEIVED 7 2U7£, -e /2!) SLUMP (ASTM C -143) AIR CONT. (ASTM C -173/C -231) AMBIENT TEMP. °F SAMPLE TEMP. (ASTM C -1064) SPECIFIED CURING CONDITIONS UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) 'Note appropriate test methods. If' dlftirint from thosi; IndIcM,d •t COMMENTS AGRA FIELD REPRESE 6•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. , . •t,' • 0 AGR MOTIONS 11 3:J5 N•E. 1£ � 2 Way, Suite 100 Tel (425) 82.0 -4669 Kirkland, Washington 98034 Fax (425) 821-3914 �'"`f .•yp'•M.rr}i''f 'i:•..y.. , . _ . V � y `(I Ii Y.y1...... :n^'. • •rvq,• r • . r yr • • INSPECTION REPORT PROJECT NAME ./1/ -T'&, ,./.141 7-/O/1 /,/1f . t 6 re leaf PROJECT � - 9 m . 49e/7s- c/i, REPORT NO. V - z7-c/, ADDRESS r 7 41 / Pn er "-t Hal 7, /•+ 'rl I k full 4 PERMIT NO. S B ' /38 WEATHER Cara/ DATE ‘-.9.9 9 9 PAGE (Includes Test Reports) /6/, CLIENT /� ... see er .G, wez., r! c►, / STRUCTURAL ENGINEER AGRA PROJECT MANAGER/PHONE NO. / kg-A/ S'/1///.(Z/25;12i2-0 -e,/‘‘9 ARCHITECT AGRA FIELD REPRESENTATIVE/PAGER NO. // SI ?n/17S7 Si N, A TYPE OF INSPECTION P /� NEW INSPECTION ^ /C1 . E•INSPECTION CONTRACTOR ‹4 /� CZ / . ,,((//�y ( P;.� l �}\r f: ,,. y•lr =.n Ir Y'Sf .,.. A E7' !,• .4 '1 S FK f..z fl�• ( ;YR4 L =3''NT' i ,., n a, , $.t'z... ., c. .:., ,. 1.. ,Jy. r; : 'i'�i,.„ s ,,e rrt p✓Ik} pt ,k f '. , <,c ,;INSPECTION =:DATA :: V s ; t� ` . � f .�� 1 ,L n /� r� frep,:-/c_oe._Ti. .�i Cc tic I / /L: S/�.r• i l �'n l - /k, 4_0 , „lea ' R( r��'1 /J /c]L)4. ill e111 C% +fir"C et-, 1, 1 He rI” t1 )1'4 A! /8 C.e,L-c. COcy7ir,C C..r pi; A /()r ': frti1c'Q.n( ,//t /e f.) „.„,”, c7,,,,, /7� ,...,t, 0 r .. i C.-& .,--t. e,-l;, Cc i LES L e 1; I /) 4"114 c c ikCli; Cmn lx 0-41 / K / �+ r�11 d•6. .� / / ,If — 1 / l� tC )I e?_ (, ((Yet .0 %�� rr r 99 X71 s ll/nS2jz -tr;,_. � _1..D e- 4v..,/ t,ltz_O jj, ,yam I / y'�Itn b04Ile,'., r \_Y /11L', 1 ( /(C CC, (111 -I. 1 '+•! .2 //..� 1117, r^,� L)Sete1 psi 1 oeu: iL... z'r +( / C. c.f 1 1),..e. ,(c-4 v e —Ito Ty 61 ---7 Cl ! (I ( 'T i r 67nG-)+f7` r� 1,11 / �^ (/ f / �r/ r7/ / it ,,,,T-p-,.... l-,c-- -s.'I- e-t'- Crel1�� r />/ 11fc- i4r T!• 4. �n6 in•:�,i,�, ( ((/o,f. r Eic'rd !r, 11 1 1.1- (-XC ,_ J G+ c? ��t c/ 7 0 1. (lad: k .�1 ;6 _ �3 / t 1 h .• ? rm f /117 kit / (...9 Qc-+/ �rV (J 1 -77..., et LC•1 I t+1 JlIi e ( t.! ft.C.r eyk c is � 1_ ;.;(7,014 L.3! )_iii � �f r-r?". ZJ 13,..7 A ',.„ ,.�c1 (IcYl.:... 1L >:> ,.. C.1,41 ) 'ILA F 'jQrr) ? Ga, ./ Cr .4 8_16 �i 1 j jev 7:. ,4.Y r;/• /IC /•- (6 ,,;: ' i. # ,ii ; . ; :` >: ' SAMPLES OBTAINED (NOJSIZEITVPE) K gr11 a ui,. ! ;y1,. tf :i: t x ' !'Yat? s; ?^ <i 8- (E'LJ /err ijfa .< :.: �.. .,. ,.Y :, • INSPECTION RESULTS.`- ; ' x44 n v' r1, (A..."14."' 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. -I"- s` ► ..144.14 �; . . AGRA FIELD REPRESENT. to 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 OC NCRETE ASTM C -39 GROUT ASTM C- 110119' MORTAR (TYPE ) CMU (TYPE ASTM ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 C -140 P =/S /%Elms /V4 %/Q,,,,, .. 4//7 to or PROJECT NO. 9 /0 '-/7c ADDRESS / �J 4 9 / //Q G- / . Het),. ..c. �" O� JJ REPORT NO. / Ll� — v PAGE (includes Inspection Report) 2.. OF 3 CLIENT SAF3E f n heN,<,411 DATE 6 nn IELD DAT ,s; z .. ; .,,r: ,,,,t <.. y � BTCH OAA 1 ,,,,,Az,e ,,a, ' ;t s q SUPPLIER C /12,074 A / IC TYPE OF CEMENT tk�'R ;(F.� : MIX NUMBER 3 L/ 5 /L /. WEIGHTS PER YARD / • // ACTUAL DESIGN TICKET NUMBER P `131 CEMENT (LBS.) 4/.6' en, -lb /sow, TRUCK NUMBER 2 1.4 y FLY ASH (LBS.) BATCH SIZE, YD3 1 0 COARSE AGG. (LBS.) ) 5 B PS II TOTAL PLACED 1 0 OF /-9 YDS3 COARSE AGG. (LBS.) ���, A Lf 0,35 WATER ADDED, GALS. A/c.>..pt.„ Z, COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. /---- FINE AGG. (LBS.) p_:, SCUtr 1 30 2° DRUM REVOLUTIONS ..----- WATER (LBS.) I X06 BATCH TIME . :S3 Am AIR ENTRAINMENT 36, oZ 7 ('2 f' Z. J SAMPLE TIME 3 : ;U ADMIXTURE NO. 1 /09 h'eii- ADMIXTURE NO. 2 FINISH TIME 3 =//5 SAMPLE • AND .TEST <', SET NUMBER: SAMPLE LOCATION: VI/C---f f .S/W.f 4 ti »6o vet / L / 1J(I, C.Q 4 a rm G 646 7? _P. ti S .1 ( (try r-mck DESIGN STRENGTH LISou PSI @ .2...E DAYS ;'TEST DATA '; ACTUAL_ 3 'le/ Yr 9 Ur SPECIFIED 4/ /1 .$- TEST AGE (DAYS) 7 2 8., Z c, N SLUMP (ASTM C -143) SPECIMEN (NOJSIZE, YPE) �, n /I `I ----(e' -1 /2 .) AIR CONT. (ASTM C -173/C- 231) DATE SAMPLED r, •- 4- C/ 9 AMBIENT TEMP. °F DATE RECEIVED SAMPLE TEMP. (ASTM C -1064) 7,/.."- CURING CONDITIONS UNIT WEIGHT (ASTM C -138) HIGH /LOW TEMPERATURES YIELD (ASTM C -138) 'Note appropriate teat methods If dlffe nt from,thosN,lndlcat.d °;; +i5* O;.,'. #:. { #gif rt Fib'` , atiei. AGRA FIELD REPRESEN 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. ' COMMENTS r f ° tk�'R ;(F.� : e,f .1. S'g? tY 4 �' w d <,.• 1 C ilk 1. I AGRA FIELD REPRESEN 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 CONCRET ST 9 GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE ASTM ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 CEMENT (LBS.) C -140 PROJECT NAME -N 7e „Am 7..14 0 Le( yj G(�.I ' C PROJECT NO. 0 Cjj / - ` 41/ 75-.- • /4' ADDRESS / Lam/ c �/ REPORT NO. / /� 1 S 5 e PAGE (Includes Inspection Report) .; OF CLIENT ii5 6/ 44 Pry /707 -•'t, 't iiC 1L? OF 10 YDS3 DATE / o 'w 9 LI 020 , .6''. FIELD DATA r n . :f�.i. >.. ♦'..,. .., .. �., t =. �. .t.j .. ,. .r �, o. a., e. .Yi "';.r .� , ,i s. i yy<�',r.4. A 'e%�" �! % . , n " t �r , Bp .dial M414, � r r =',„ �. `= ;. .. .. ..�I. ..b ;i. 1:... .. �'I ;��r...2 Pdd ,:z h5.: ", .tr f�'�i.,r'�.. .. w�•.... a'x: .• �tM,. SUPPLIER Co np/n6) /,I,tL 71,1/0 ge TYPE OF CEMENT WEIGHTS PER YARD / 0 / ACTUAL DESIGN MIX NUMBER TICKET NUMBER 894 q CEMENT (LBS.) 4) oOiO t I 0 O$ — TRUCK NUMBER 2 2/ FLY ASH (LBS.) I/ BATCH SIZE, YD3 ) U COARSE AGG. (LBS.) V 1 S 5 e AMBIENT TEMP. °F TOTAL PLACED 1L? OF 10 YDS3 COARSE AGG. (LBS.) 3/4 LI 020 SAMPLE TEMP. (ASTM C -1064) WATER ADDED, GALS. , Jt c-►L:C„ COARSE AGG. (LBS.) FINE AGG. (LBS.) fa,, Scta.t.) II Sig° UNIT WEIGHT (ASTM C -138) ALLOWABLE WATER, GALS. ,•-•''' DRUM REVOLUTIONS WATER (LBS.) 1.914 g it- BATCH TIME 3 . i 0 PAP) AIR ENTRAINMENT SAMPLE TIME 4 : 1 0 ADMIXTURE NO. 1 /'t? R. V e4 5t6 o oz FINISH TIME y: 25 ADMIXTURE NO. 2 /4 at/ Q,. a 452. SAMPLE AND :.TEST DATA s , , , r:' ;; `.= SET NUMBER: { / r SAMPLE LOCATION: 1IPPb 4 7-c/6 per I'0 r 6l- e t �1f1 f y'1 ✓ r T l c.f/ 1. t!(C . 41 ire (/I°r.), rn�. 1jts:/ E, ,,F. ri m_ DESIGN STRENGTH 6000 PSI @ to DAYS ,'TEST DATA ACTUAL // SPECIFIED TESTIAGE (DAYS) 7 2t, ,2 �-1 B, SLUMP (ASTM C -143) a .3/9 -2 l% SPECIMEN (NOJSIZE/TYPE) L• f — (6',( l Z /r) AIR CONT. (ASTM C -173/C -231) DATE SAMPLED 6 -g.9 - c9 AMBIENT TEMP. °F 6 9 ‘F- DATE RECEIVED SAMPLE TEMP. (ASTM C -1064) 7 /' C CURING CONDITIONS UNIT WEIGHT (ASTM C -138) HIGH /LOW TEMPERATURES YIELD (ASTM C -138) i... 'Note appropriate tent methods 'Ir."ditrar•nt'from thoa* litdicatad $ i„;';':, , i' ' -,�r` y+ x:a w5t` xix ru{ �. u : � `� .Y * *'�' U. �� k�i � "rif JlCt'. t :t:#''.?Ii 11 AGRA FIELD REPRESENTAT! 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. r i 3.tt COMMENTS Y n ; 4 7a t l . S'„i / j } ii L., 1 11 AGRA FIELD REPRESENTAT! 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 PROJECT NAME �n /7 gAii47 /4A /176 ''7 ldAy /e� '/fib'- PROJECT NO. ` 41/,v,- /91/75 -- c./� REPORT NO. �� ADDRESS / Ej 1/c.(/ J a el f c I/ v y S ' � ( / /4L(',/ 4o Ol / PE i"Z g6 .. D� 8 DATE K-28- 7 9 CLIENT • :sr�aEy hf� WEATHER cLa/ 1 PAGE (IncludesTeslReports) rr• 2.. f STRUCTURAL ENGINEER AGRA PROJECT MANA R/PHONE NO. kin/ SAl•l) (4-i 2 5, WG-(/(6% ARCHITECT AGRA FIELD REPRESENTATIVE/PAGER NO. $47/►/ 4, i S►n /GI/ CONTRACTOR Sn B y- / l CL✓ TYPE OF INSPECTION /'� /� L3 NEW INSPECTION K ❑ RE-INSPECTION i'' ` r �3' INSPECTION DATA t'. • s",4Xr�i; 1� cy -f t_ .Q 1;; S/ r n oho %a&t CXr Q .9?e) ("1)6 .Lcv ? _ SPC /fie C 1./I±A/i -2)16; -7-3= /1/ %/t n/ I,4 // J !,SE`S 1 c)14-el,/ 71-a LC ceLa..cip (14, A.1 r nu S'rc.(14P ( . . l t /) rev �rlln -' C► 9 . Val it el: r uti 1,7,;(/ f 0 6 ej crAc>t /2c.)-11-/) '-of A.1- ...7 ,.., . 6 /- 2-4-- CY l0 FQ Gu Ly - rk�• --1 ((1� c.�4c /coa( 2 -= �i ,...f /) 1,10c VC-.c->( x (� t .`t1/ c7 c� Cc C l c.1.O ,'11 /it ;,( . ID 41- 30574' ;5)- e /sac.. t` (� J,t, 7/C7 , j.I,l/I 7ca IL T< r IL . l g G.t! b, c_ 3'29 -f (i)- .1,/, co PS/ I (1r ,r L, �t /h At/en, or /4 rro Trl! `T�.�! `,.,rn ;h�I f (t . Cr+(,.,67r? vv; /I4rt — ‘/pt ,/ `%..S / <n rrr aNr( C4-L:1 J f i r'f rr CV '44 -(4 SAMPLES`. OBTAINED .(NOJSIZE/TYPEY=`:: Z./ 12 INSPECTION. RESULTS`' �a e Ike n To the best of our knowledge, all items inspected as noted above were in general conformance with the approved plas and specifications. )4Yes ❑ No ❑ Preliminary Inspection ❑ Deficiency Corrected - Report No AGRA HELD REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER Thic 'anew, Ic nn- ulna', cnlalu fnr tha Infnrmatinn of niir pliant ThIe rannrt {c not {nfanrinrt tn hA tranamIttad tn a third narty hV Ant, manna_ AYCAnt 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 ( 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 PROD CTNA .Z V' /V� T /Ovi/fi� L ad 76 (a AY PROJECT NO. 9. 91,1- ail 7S-- tie ADDRESS /24' / %2`c� c Ht.c /ys', 71, kGU,,(I� EPORT NO. 3 v ... PAGE (Includes Inspection Report) 2 OF 2. CLIENT SFB6- y'yI e)z,t; ill' DATE � - .265- 9 FIED DA..> t i � ? :AVOW :f. F75 f (� "� k�G !� '„ SUPPLIER C,19"4 ,l TYPE OF CEMENT .71.2:'-55 C ,,' MIX NUMBER 'i', (/S WEIGHTS PER YARD 7 ACTUAL DESIGN TICKET NUMBER 8539 CEMENT (LBS.) 14 2 o TEST AGE (DAYS) TRUCK NUMBER 1 4 U FLY ASH (LBS.) 1/ / s 4.5- 4A AIR CONT. (ASTM C -173/C -231) BATCH SIZE, YD3 9 /8 COARSE AGG. (LBS.) 3/0 / 4 Z. 9S ji Sc F- TOTAL PLACED CI OF AD YDS3 COARSE AGG. (LBS.) 3A ?,5 %O DATE RECEIVED WATER ADDED, GALS. / COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. °---- FINE AGG. (LBS.) Q 12- I5c - (OM "$- DRUM REVOLUTIONS WATER (LBS.) BATCH TIME c; V e AIR ENTRAINMENT 2e p,2 A 134 fez- / HIGH /LOW TEMPERATURES SAMPLE TIME 3 1 5 0 ADMIXTURE NO. 1 n) R ioi ADMIXTURE NO. 2 FINISH TIME 1,1 ; °S SAMPLE :AND'TEST DATA; - ' ` ' SET NUMBER: al �. .. COMMENTS SAMPLE LOCATION: )4 .Sf J;'� .71.2:'-55 C ,,' _., .,,t ,..• DESIGN STRENGTH PSI © DAYS ;` 'TEST DATA f. :: c U ACTUAL // J 3/y SPECIFIED / "� 1, ./1Q TEST AGE (DAYS) "2 2 e5, 28 1 SLUMP (ASTM C -143) SPECIMEN (NO./SIZE/TYPE) q �G.. '.;( /z) AIR CONT. (ASTM C -173/C -231) DATE SAMPLED ‘ - 2 8 - 9 9 AMBIENT TEMP. °F Sc F- DATE RECEIVED SAMPLE TEMP. (ASTM C- 1064)1/ CURING CONDITIONS UNIT WEIGHT (ASTM C -138) t HIGH /LOW TEMPERATURES AGRA FIELD REPRE ENTATIV YIELD (ASTM C -138) REVIEWED BY . ,. ,. *Note appropriate tool methods M dIH�nM ie . . ndtoited %' ,.a `f. y 00.004 L .iii •i n.,. THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER al �. .. COMMENTS f A K 4 tt ! k,wr.�"s' ' YI3.`.x .,.'`,,.:, )4 .Sf J;'� .71.2:'-55 C ,,' _., .,,t ,..• rc,—S-c --• S 1 r -1r G r—i-Q c U ✓2-e . ./1Q 1 t AGRA FIELD REPRE ENTATIV 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 INSPECTION REPORT PROJECT NAME ' PROJECT NO. +� �y /I11i'i L�l5l REPORT NO. �%�� V ADDRESS r 1 Po.,..,(,,... tAw S . PERMIT NO. kb z Ae - o 13 n WEATHER DATE C. ZZ - ism CLIENT PAGE(inclu Test Reports) STRUCTURAL ENG EER h\ (el . - Sod r. � a►yvs �.. AGRAPROJECTMANAGE Elio. S��% (Nv ) '-2....o - L IU. 9 ARCHITECT 1 'reliliL ,e, k- AGRA FIELD REPRESENT L R NO. („4,2,,_ 1- (q2.5-) 8Vq --z_90 -7 CONTRA TOR II r .C_ AQ(� y iLV ,- TYPE OF INSPECTI ❑ NEW INSPECTION l C.... ❑ RE•INSPECTION ,y ' INSPECTION:DATA ' Y'! 211 L ZZ r\\ c ' ', GAS , -2. 3 c�„..4\t s v a. a�,c.. c` r� 1. . Z C. c3' tt-) �j , ( \( (r ` \ •t A.'\.C` 4vt fr CANA". \ LA V 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 plans . nd specifications. • A FIELD REPR ENT•TIV ❑ Yes ❑ No ❑ Preliminary Inspection ❑ Deficiency Corrected — Report No REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This rnnnrt Is nrnv(riarl cnlalu inr tha Ininrmalinn ni niir r•Iianl Thfc rnnnrl is nn- Inrnndorl In Mn rr- ..en,t-..,.� ...0 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 ASTM C -39 PR JELTranir GROUT TM C -1019 MORTAR (TYPE ASTM C -780 CMU (TYPE ) ST C -140 ROJECT NO. • i PRISM UBC 21 -17 SHOTCRETE ACI 506 R s- OTHER ADDRESS R PORT NO. DATE - PAGE (Includes Inspection Report) 2 • OF . FIELD,;DATA' ,, r .. ;x,' S :i 4K•.rrt..' ,; ,r'; BATCH'DAT1 �'P . r "' `a }7 x' it' .,... . .. ... �. ., K .:f <�i',�F+1'.sr� a :�� :�+tt.? c�S ��iu�;l S;Lt,:c? `f�4%}� r` ti�l�k••vc'�� SUPPLIERc �tx ...h ) ; �' iaJs T4;;k\ 1}.2d�. TYPE OF CEMENT i3y � 'J yi i„a l hb MIX NUMBER 41S S' S. 1 WEIGHTS PER YARD ACTUAL DESIGN TICKET NUMBER ED-3 (% ! CEMENT (LBS.) -Z$ -,C6 .4 ���-j e TRUCK NUMBER '/ // /f0 L ! FLY ASH (LBS,) COARSE AGG. (LBS.) 1 9 "t / 130 ' 9 S7 BATCH SIZE, YD3 TOTAL PLACED v7 2. OF Z I7YDS3 COARSE AGG. (LBS.) DATE SAMPLED WATER ADDED, GALS. ..--r— COARSE AGG. (LBS.) ALLOWABLE WATER, GALS , FINE AGG. (LBS.) S i 44 I -'Z DRUM REVOLUTIONS WATER (LBS.) 7:50 BATCH TIME E ; Zc) AIR ENTRAINMENT SAMPLE TIME C, ; 0 CCJ ADMIXTURE NO. 1w Q.Qcet Gti 4. OU FINISH TIME Ci : / C. ADMIXTURE NO. 2 ... •: . SAMPLE AND'TEST; DATA' :'w r "' ' `a T NUMBER: A �tx ...h ) ; �' iaJs T4;;k\ 1}.2d�. SAMPLE LOCATION: i3y � 'J yi i„a l hb DESIGN STRENGTH /"__ PSI ©-ZQ,DAYS - *TEST DATA ' ' ACTUAL SPECIFIED TEST AGE (DAYS) -Z$ -,C6 .4 SLUMP (ASTM C -143) � �l 9 "t / SPECIMEN (NO. /SIZE/TYPE) £v x) 2 AIR CONT. (ASTM C -173/C -231) -••^ DATE SAMPLED L.P .-2-Z • 91 11 AMBIENT TEMP. °F , DATE RECEIVED SAMPLE TEMP. (ASTM C -1064) G CURING CONDITIONS UNIT WEIGHT (ASTM C -138) ..- '."' -.- HIGH/LOW TEMPERATURES YIELD (ASTM C -138) ... •: . . Note appropriate Nat methods l;ditbront front thoia`Indicabd , � rM1ef ' ,A;!, A„ s �;r,!, x ,.r COMMENTS' f a� Ie � �tx ...h ) ; �' iaJs T4;;k\ 1}.2d�. 1,� ✓ Y ,7yj h7 i3y � 'J yi i„a l hb 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 - C15.CRETE GROUT MORTAR (TYPE ) r ASTM ASTM C -1019 ASTM C -780 "" PROJECT NAME j,,, ` �� Pa i'1 ADDRESS c15.374/ 2. I Pa. c t r . /114) `J. CLI�FNT CMU (TYPE ASTM C -140 PROJECT NO. PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER EPORT NO. �-91�v1-f Zq7s PAGE (Includes Inspection Report) 5 OF S DATE Y 2- FIELD DATA, $ r :ft { t '. ..i '�t 3 .'tY a.. 17 n GrStr•Y.. ". y'F m�i!'%�.(v S7, C • ,��� x�, M aFS Gi G SUPPLIER �J RM.ic •TYPE OF CEMENT MIX NUMBER ya S Z 1 WEIGHTS PER YARD ACTUAL DESIGN TICKET NUMBER -71 '?> , ci-z.. SSA' CEMENT (LBS.) FLY ASH (LBS.) `::';' *TEST ,DATA'`;° ;` 4-/S1) IESQ TRUCK NUMBER BATCH SIZE, YD3 / 3 C-L-I COARSE AGG. (LBS.) 74 TEST AGE (DAYS) `7 i s "', TOTAL PLACED /._OF1YDS3 COARSE AGG. (LBS.) �,I t WATER ADDED, GALS. r5 COARSE AGG. (LBS.) AIR CONT. (ASTM C -173/C -231) ALLOWABLE WATER, GALS. 13 $ S Not f el, FINE AGG. (LBS.) S WATER (LBS.) AIR ENTRAINMENT t, -'Z-Z„ -94/ g Lira. Z DRUM REVOLUTIONS BATCH TIME G7 SAMPLE TIME • /0 ; ' / ADMIXTURE NO. 1 wyg_Qpi Log Li . 0D FINISH TIME Jo : 7 c ADMIXTURE NO. 2 1 SAMPLE AND,TEST -DATA f� � 'Sr'�14'1r+- "VA •NUMBER: ^"7 SAMPLE LOCATION: DESIGN STRENGTH („/00(p PSI ©'�76DAYS `::';' *TEST ,DATA'`;° ;` ACTUAL SPECIFIED TEST AGE (DAYS) `7 -ZQ '233 i� SLUMP (ASTM C -143) �,I t SPECIMEN (NO. /SIZE/TYPE) f i ($ r2.... AIR CONT. (ASTM C -173/C -231) ----M DATE SAMPLED t, -'Z-Z„ -94/ AMBIENT TEMP. °F SAMPLE TEMP. (ASTM C -1064) 5S° 7 0 DATE RECEIVED CURING CONDITIONS UNIT WEIGHT (ASTM C -138) ---� HIGH/LOW TEMPERATURES YIELD (ASTM C -138) ---- "' 'Note appropriate test methods It different from' theseIndlcatiMr "` , a` 'I-. ° "` x 'r COMMENTS u; "1c a % f £ ' �i,�, £ .% ... 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 . , ,. <+..,•; -.fin.. . Xr.",7- r:1c,7,71n' 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 �' /7E,A// -r/OA /AG 4-117,7 1I' i? / P/1 '/G PROJECT NO. B- 9/'7/ • /2 (17$ -1. PERMIT NO. A E-6• WE ov cwt ki. , 9 a..7. /pr ciUi/x.( C t/( ,`.c.V, ev-` N REPORT NO. L DATE � ^ a9 ..T1 c-- ADDRESS ( , 7"I /L1 /, (/i / 2 4/21 Pc.r G$' c A "t ( S - f l l�% ` r ��/ 'd, / /ice. P ci d7 1rC li �...- 7 . _. .'� r.'' too( ' f 5,1, 6 6 r ' Cetry-A04>-4•41,. iv( CLIENT WEATHER 98 Q 13 8 l � , 4.2....1-(7 C)/ lu., Gr .Jnt_e ( l 1 u.o Gl�c? Oil tn a' -- t!u a n �r f ,t 1..)1- (e `-T1C PAGE (Includes Test - 'sports) (2— STRUCTURAL ENGINEER r►6LSon/ r .602o:k. itre. AGRA PROJECT MANAGER/PHONE NO. kt -nl SAlit- V.I2 7,) E,9t -W ( 9 ARCHITECT I/O fa,ec i,' f ( ' / t iCt AGRA FIELD REPRESENTATIVE/PAGER NO. 2 4`r/►/ /7 /1 / �1 A/6' // CONTRACTOR /� TYPE OF INSPECTION i^ ' �� ❑ RE• NISPECTION INSPECTION •'ntd: , �l x��;l .} ..: , i;,., 'r.r:,:i'�rl .., ;1Y: � b }t ,,'- y:•;F, :n «;F,x'. w, +it..�'�V �rY� ;,�'�J;'�i:.r;'�` -z:r �E; "� Y..� � . y < ... �, ° .a �� . v + h.i' , INSPECTION QATA .. 4,,,I1W {�ty�ga,:,4?: 4- ti I .. ,,,,t pL' .. -' „a . A E-6• WE ov cwt ki. , 9 a..7. /pr ciUi/x.( C t/( ,`.c.V, ev-` N 576 ' ( f, -67 Gam, 11 �' �F 7-cn/ T/ n/ 1/2 C ti/' c>�7 / /rte ((Ic 1 16 o )- Vet (L. i .G -S _,6 ( L / ii, .S 7 -6.. i ,� �� / l ( 2 C t F r !c -cr _1, f S/. -:� Ca- t • Ec - -� l l�% ` r ��/ 'd, / /ice. P ci d7 1rC li �...- 7 . _. .'� r.'' too( --,-%. (l i 2 !) o le CC.) f c. /11/:ve4''C.57, ( , -'l emu) 2.,.T c ,• 5 - . / ei .r ,..„ ( , 6_ a C� c (Liu le_o.cc cj 01,c( 1(1,t )-, c..., tit) pro l � , 4.2....1-(7 C)/ lu., Gr .Jnt_e ( l 1 u.o Gl�c? Oil tn a' -- t!u a n �r f ,t 1..)1- (e `-T1C (/ / / / ' C I 1 CA 1. a / ,r ! t r b r,( �� (t r< ='� ►r` C�� ( 72G' C �%fC .:'C 711 , ; J - .1.� Cr? ( 'r0-nk.r.,/ j_ a-cv (.9.- tk rx { •?s , •' , -v, ,.. .., ' : SAMPLES : OBTAINED (NOJSIZE /TYPE)' . v F ,, J .5;" r G': ,. + ' • ''' : /, . ,:. ., n INSPECTION'.AESULTS ,: '''' : , * , :, ,lp t T; 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. AP • —4.r / /j lb AGRA IELD REPRESENTA ' r 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 December 9, 1999 9 -91 M- 12475 -V Sabey Construction 101 Elliott Avenue East, Suite 400 Seattle, Washington 98119 -4220 Attention: Subject: Mr. Mark Velasquez, Project Engineer Summary of UBC Special Inspection and Materials Testing Services City of Tukwila Permit Number: MI 0138 International Gateway Corporate Park — Detention Vault 12421 Pacific Highway South Tukwila, Washington Dear Mr. Velasquez: AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034 -6919 Tel (425) 820 -4669 Fax (425) 821 -3914 • 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 22, 1999 through August 11, 1999 as requested and scheduled by representatives of Sabey Construction. Daily field reports numbers V1 through V15 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 in the footings, foundations, side and end walls, baffle walls, and the top slabs. 2. Concrete placement inspection and testing for the structural concrete in the footings, foundations, side and end walls, baffle walls, and the top slabs. IU(irkland_main1V0L1 \ SHARED \WORDPR0CI99 Projects \Seattle\12000s\12475 Sabey Constructk n \SABEY1 -2.WPD Sabey Construction December 9, 1999 9-91M-12475-V 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, imothy R. HElen Associate Kan S. Sahi, P.E. WABO Technical Director TRH /KSS /Iad cc: City of Tukwila Sabey Const. Fax 206 - 241 -8223 e L! IRES 12/18 / crtj 11KIrkland main1VOL11SHAREDIWORDPROC199 Projects \Seaule11200002475 Sabey Con5trudbn1SABEYI- 2,WP0' ENGINEEAINO G�O�A� SOWTIONS,I.!: ("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 Date: August 4, 1999 Project No.: 8 -91 M- 12475 -V Project Name: International Corporate Gateway Park - Detention Vault Project Manager: Ken Sahi Permit No.: MI 38 Because of report numbering errors, we have corrected and are resubmitting all field and test ' - ports pertaining to the above - referenced project. Please throw away all old reports, thankyou. SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Inspection Reports Laboratory Reports V1 -V11 Sets 1 -6, 8 -9 06/28- 07/20/99 08/02/99 08/04/99 08/04/99 cc: Nelson - Bourdages, Inc. City of Tukwila Sabey Construction Field Office 8,1VdORDPROC1Fiaid Document Tmamittak112000s1124754,wpd Attn: Robert Bourdages Attn: Permit #MI98 -0156, D99- 0151. Attn: Mark Velasquez 41 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 ..rr17 NA7"/ ,A/fl L Gj A-767. 1Vj4 Y/0.0/ZEP- PROJECT NO. q /.,o/ - /05% = V REPORT NO. I .- ADDRESS a / / P 44-r_ �w .S." Q y ?-4![�,11 0 PERMIT NO. fig, 96- o /- 8 WEATHER eL' i . AGRA PROJECT MANAGE WPHONE NO. Ice/4/ S. ANI (9 AGRA FIELD REPRESENTATIVEJPAGER NO. -547n/Rlrl DATE 6-28- 99 (includes Test Reports) I er 2 2_9 WI 0 -y6O S'r/1/6/z CLIENT SA y 11c STRUCTURAL ENGINEER ARCHITECT CONTRACTOR �^� Ye TYPE OF INSPECTION NEW INSPECTION ❑ RE•INSPECTION INSPECTION DATA �►.caL- tetra P "' A EE" E air / St 16 9 axce /' � � 6-7_ 0 3,2 -� s- : _ .. L * - F Cr. C�.,,"��., (/ , Imo+ Si - ' • 40 - A - �-..• , .1- l r • (7r1 ..fm '1t fra (,ergs C cIG0c iIl if •‘›e 441..es_____0____A_______Le_g_4 d iL.. / 63 GU Lt" c_ ya.' all c9- C .lie., if q,,o1 1, J Co ' 1, • • ' • a, . '. - V b GAM 9.� 4. 7770k a 7 `. 4'1 fen 674- ; II R. 4 ten.• le f '7'- . •.z. • • • - ,. G.16 I • ■al - .l --� �lr t2� ' 7-° �, --1-4 -.Q ff SAMPLES OBTAINED (NO./SIZE/TYPE) II _ C-112' INSPECTION RESULTS To the best of our knowledge, all items inspected as noted above were '`(Yes ❑ Preliminary Inspection in general conformance with'the approved pl ,Qs and specifications. 0 No ❑Deficiency Corrected - Report No. AGRA FIELD REPRES TATIVE REVIEWED BY frk THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PE REVIEW BY OUR PROJECT MANAGER 4AGRA 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 PROD ME -NTH .k/VA.7.iorvoc G64.zEwn i PROJECT NO. V-91n_/2.47S = 10 ADDRESS / L 4ToQ/ 4.-c_ they S,' Toe, wie EPORT NO. v...4 PAGE (Includes Inspection Report) 2 OF 2, CLIENT .SA,e� 4. y ���2 �w DATE 6 - .2e - py F FIELD DATA BATCH DATA SUPPLIER C.w.o.,' TYPE OF CEMENT *TEST DATA SLUMP (ASTM C -143) ACTUAL /I d 3/49 MIX NUMBER S OS /�S WEIGHTS PER YARD 1 ACTUAL DESIGN TICKET NUMBER 85,39 CEMENT (LBS.) "TT 2 DATE RECEIVED TRUCK NUMBER 1 `-I 4 FLY ASH (LBS.) /1 / -S 1/6— CURING CONDITIONS BATCH SIZE, YD3 9 /Er 1 OF Arb YDS3 COARSE AGG. (LBS.) 3/9 COARSE AGG. (LBS.) ye COARSE AGG. (LBS.) o 14 lei 33 70 HIGH /LOW TEMPERATURES TOTAL PLACED WATER ADDED, GALS. ALLOWABLE WATER, GALS. �----- FINE AGG. (LBS.) 13, 12.15''2 DRUM REVOLUTIONS e•---- WATER (LBS.) (p/ BATCH TIME d ' 1 e AIR ENTRAINMENT 2e .cz SAMPLE TIME 3 . s 4 ADMIXTURE NO. 1 AIR u /2p ADMIXTURE NO. 2 337 dl. FINISH TIME y ; 05 �- SAMPLE AND TEST DATA SET NUMBER: T ?' 7 2 ' i) SAMPLE LOCATION: DESIGN STRENGTH (.,;.?".3 :,) PSI @ 71 DAYS *TEST DATA SLUMP (ASTM C -143) ACTUAL /I d 3/49 SPECIFIED 9-/I TEST AGE (DAYS) -7,22,28J ,V SPECIMEN (NO. /SIZE/TYPE) 4 �;e /T) ' -- 2 8 - 99 AIR CONT (ASTM C -173/C -231) AMBIENT TEMP °F 6o f DATE SAMPLED DATE RECEIVED AGRA FIELD REPR ENTATIV � SAMPLE TEMP. (ASTM C -1064) REVIEWED BY CURING CONDITIONS UNIT WEIGHT (ASTM C -138) HIGH /LOW TEMPERATURES YIELD (ASTM C -138) 'Note appropriate feet methods If different from tho ndlcatsd COMMENTS e .,-92 /� c -e-. is ; .H7 1 /� ,� �,�p ,, GkY44- 1C %!u 1 ��! .UGC 1/C , a---G,--1,0--C-11Pr4Nitt,...L--Sl.s-bl.t& � AGRA FIELD REPR ENTATIV � REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHAN This report is provided solely for the information of our client. This report is not intendo without written permission of AGRA Earth and Environmental. Inc. NDING REVIEW BY OUR PROJECT MANAGER 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 eP-4 INSPECTION REPORT PROJECT NAME Mr-/100 776 4,40f% ?/:j .A„,e_ a47 4 /I/ PROJECT NO. I REPORT Va . ADDRESS /2.4a/ . i".. t Hay � -I 1 k wit 4 W. / �/ G PERMIT NO. 1.4-1..9B • o∎ 3 iv WEATHER WEATHER CZel! `� DATE 4� ` 9 9 PAGE (includes Test Reports) CLIENT "5‘01 ^ e- / STRUCTURAL ENGINEER . AGRA PROJECT MANAGER/PHONE NO, IGE„/ S111 /- (4z We' - <la1 . ARCHITECT • AGRA FIELD REPRESENTATIVE/PAGER NO. d �7 ^J�� �' �1 A TYPE OF INSPECTION / irNEW INSPECTION /� ❑ RE•INSPECTION CONTRACTOR // {p7.G'r �% / G C !N INSPECTION DMA -A EE r'e - 7‘ Stfe q. - - -, r r 0 -- _ ' 1 1 (_jr'Z- acyleq.2A nil A___JA f et. he/ a*lI Qi m_ v t 60 a eC',,e1.9k w T) / u/ uv. ; c_ n 0r /7 o m 7i /2:, Vew €/ /e// Thir G ttat Li2 Lt w m ti ci we . /Se cll e re /o1✓ Corgi. Ccx71(cr aP Ul ee•� pea, 6o G , t 99' cr /' S Ld,„4 ,--k- -fE tiliaSr a)- bottle, uier.- -ek. r+► 4.13) # ,s pis /o 2, S tis&cp Ps, iikiezb La m( w k -rLR CQ'.�('we i n114 l•I. , A 21,_ o Ct 3r ya-' Tai 67- -- etB 6OO© Psi 4t- 74//o l cat Liskizae.. 4 , • f / - - - - Co i _ i IS lI et 'tee... S . - - , - - .E s 1 : 1. 1. �• _ =. rn7 ICn c p LQ' 1J v - 14 4_ cif rat e04 r 44,t ino E1_ 6.6411 1►e V4 L& (mil/ctig -r oak._ TQ41-_,.. e-rt i ,l o Qti _, �.�.t4 ?Q1 F FF.4 Q..) 1 Cif 8.�G7iJ) - , O 1z/7,4 -46 SAMPLES OBTAINED (NOJSIZE/TYPE) g _ (6: 411%/l 1 J 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 AP Al ° / AGRA FIELD REPRESENT. i' REVIEWED BY / THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENU 'REVIEW BY OUR PROJECT MANAGER AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122ntl Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821-3914 TEST REPORT ONCRETE ASTM C -39 GROUT C -1019 MORTAR (TYPE ) CMU (TYPE ASTM ) PRISM UBC 21 -17 SHOTCRETE 506 R OTHER ASTM C-780 C -140 -ASTM A P y A/T ER A/4TIONee, G /4 re al �AfCI PROJECT NO 8 _ 9I� - �� 7 7 -.- ADDRESS a %4 / OQ 4. l _ bitdr ,.. �J REPORT NO. ' /� v PAGE (Includes Inspection ReporI) 2. OF 3 CLIENT ..0 4136Y eitrYhdY 144 DATE 6 .... � /fin FIELD DATA BATCH DATA SUPPLIER CApamAt toe TYPE OF CEMENT WEIGHTS PERYARD /0 ,, ACTUAL DESIGN MIX NUMBER 31-/S ICI3 TICKET NUMBER 8 q31 CEMENT (LBS.) / i/ BQD 41/ TRUCK NUMBER 2 1.44 FLY ASH (LBS.) If laSap 4* I S. 8 es BATCH SIZE, YD' 10 COARSE AGG. (LBS.) 319 TOTAL PLACED 1 0 OF _ YDS' COARSE AGG. (LBS.) N L, D 3S SAMPLE TEMP. (ASTM C -1064) WATER ADDED, GALS. AkJ nt,.52., COARSE AGG. (LBS.) UNIT WEIGHT (ASTM C -138) ALLOWABLE WATER, GALS. - FINE AGG. (LBS.) e7 cdrovi 130 20 It 1 704' 3v cZ YIELD (ASTM C -138) DRUM REVOLUTIONS ...."'— WATER (LBS.) AIR ENTRAINMENT BATCH TIME A:- 3 POI SAMPLE TIME 3 ; 30 ADMIXTURE NO. 1 pip 1 v`` N 332 v Z FINISH TIME 3 =4s ADMIXTURE NO. 2 � /'`‘L,�_ SAMPLE AND TEST DATA SET NUMBER: �/ '.2 L' ()T 1 A j SAMPLE LOCATION: ad } & 01.01-41.4/44.) V &141 / um fit arm 66 -to 7? ..00 ee.e`mA' DESIGN STRENGTH L4040 PSI © 2.8 DAYS 'TEST DATA ..' :: `: ACTUAL SPECIFIED TEST AGE (DAYS) 7, 2 9, 2 €. N SLUMP (ASTM C -143) 3/y 41/ SPECIMEN (NOJSIZE/TYPE) 1-1 4411/2./_9 1 /2) AIR CONT. (ASTM C -173/C -231) D A T E SAMPLED r -' 9 9 AMBIENT TEMP. °F V9 vF DATE RECEIVED SAMPLE TEMP. (ASTM C -1064) 7,F CURING CONDITIONS UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) 'Note appropriate teat inethode it different from thoM Indlc*ted; i ,. a ° , ^' COMMENTS r° ��i +�-f,►e *dill, AGRA FIELD - EPRESEN 7 1 E 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) 8213914 TEST REPORT tONCRET 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 PROJECT NAME �+-/ ex Am 7/4 __ %I a�Jr - y4,,A, /T �J� G�/G� /ri+ PROJECT NO. e3. /i/�- `CI(/7�� 1, J oC7 ADDRESS //_l /►,'vQ REPORT NO. PAGE (includes Inspection Report) CLIENT 5 I� 6 f 44 y ao-�, f�, DATE a -7,14, -9 9 F FIELD DATA BATCH DATA . . SUPPLIER /i4.D /no hic `74 TYPE OF CEMENT l ACTUAL MIX NUMBER /o 48 WEIGHTS PER YARD / O ACTUAL DESIGN TICKET NUMBER , 9 It 44 CEMENT (LBS.) 6,000 46 DATE SAMPLED TRUCK NUMBER 2.2./ FLY ASH (LBS.) 1/ 0 OS DATE RECEIVED BATCH SIZE, YD' i ) d COARSE AGG. (LBS.) 3,.4 it 1 S 8a as CURING CONDITIONS TOTAL PLACED J 0 OF 10 YDS, COARSE AGG. (LBS.) 3f$ L4 020 YIELD (ASTM C -138) WATER ADDED, GALS. ^Iiu2_ COARSE AGG. (LBS.) 'Note appropriate teat methods 11 different from those Indicated ALLOWABLE WATER, GALS. ./.".- FINE AGG. (LBS.) l' $gyp' DRUM REVOLUTIONS l- WATER (LBS.) 1.9 4 S BATCH TIME ,20b AIR ENTRAINMENT _1 G --- ,546 t As-e, 6. ".„---N, SAMPLE TIME y- : 7 ° ADMIXTURE NO. 1 /Y Alva ADMIXTURE NO. 2 ffQW Q FINISH TIME 4 ! 2.S SAMPLE AND TEST DATA SET NUMBER: Ye 1 Q�� �. .,�� '�`' n/'t SAMPLE LOCATION: a L/P /Ee Toe aelrlltla 4- atlsrlllt31�1 ✓a u. l' wad 4 cea.Qj,,,,„ & ,f. a 0,} -6_,„4 DESIGN STRENGTH 6000 PSI ® gei DAYS *TEST DATA ACTUAL SPECIFIED TEST AGE (DAYS) 7 2t 2.4 Ai SLUMP (ASTM C -143) a 4 77 7 /l SPECIMEN (NOJSIZE/TYPE) — U'k /L) AIR CONT. (ASTM C -173/C -231) DATE SAMPLED ap r- ..99 AMBIENT TEMP. °F 69 F DATE RECEIVED SAMPLE TEMP. (ASTM C -1064) 700F' CURING CONDITIONS UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) 'Note appropriate teat methods 11 different from those Indicated COMMENTS AGRA FIELD dPRESENTA 1" 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. a 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 Z X /..r/ .. iZ PROJECT NO. a5/7r---1I REPORT NO. • V 3 ADDRESS �) _ PERMIT NO. Al /F7 _cw,3 s DATE ^i CLIENT // ht WEATHER G�er AGRA PROJECTMANAGER/PHONE NO. .6'4f SsX X. 5/2 -S�'P�- PAGE (inciudes Test Reports) /d�� Y�,l� STRUCTURAL ENGINEER ARCHITECT AGRA FIELD REPRESENTATIVE/PAGER NO. ,ti,•/ __,%r7 - 7zr-- 76i -y3s`V i� CONTRACTOR Sp .4✓ TYPE OF INSPECTION /r EW INSPECTION /` //� ❑ RE.INSPECTION •INSPECTION DATA �Ls /G/( 4I /,DE0/ C2l. S .,7P of /574r s ye. / i is ls/3. / s=L. / e of, G ✓t, 72 ‘e...--.. s. - j - c /GS'�._.c.. , _, /2 O ,,,'„,,A. .4_ s L.4.44 ,), GA; e✓./ c-e W.) 1',.�. : ,. .��fe, p 4 / / 4,r e l�' / y fD /e2/-/,, . ✓c -1 #71 sue. lac.+.. /./ " o . C. - i 7 l/ rr* t.- /K J , C /rte, N or, / la Zove` foi If / r4 / /A. 5 (.4/., 574 C0.107d , a , /,' ✓i I) ,O/ -'r 0'- ��.)4 / �L, ,4 1/ / , ✓ Lq r-e_ 7 4..T. -$ ....■(-/�--. C. 4) "A� �i�l � /v �. 3 y— 7-, 7Z. /02,.... 6./.241 ,r L'S e/!r Z ��iy „, . ., c„,/ , c 4/5 UJ C i �‘ .--.4 d b'c. ;.-e_ C( / 7I Ss i.,)p /-/as ;.;. SY ccs /LI 4i1- W ✓�S C.3 (. I/�Z d Ae/% AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821 -3914 TEST REPORT COCO CREYE ASTM C -39 GROUT TM C -1019 MORTAR (TYPE ) CMU (TYPE ASTM ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 C -140 PRO IECTlQ1tM T��P7 • � .C., y 4' -L PROJECT NO. iA1- /.'%TS- REPORT NO. -v ADDRESS /.2V-?/ ) .ci/ z /-le, a V. 3 3 PAGE (includes Inspection Report) a OF a CLIENT S %/ DATE y, P; r FIELD DATA BATCH DATA SUPPLIER Cai4..W TYPE OF CEMENT *TEST DATA ACTUAL MIX NUMBER '3 3 � /3 WEIGHTS PERYARD ACTUAL DESIGN TICKET NUMBER //750 CEMENT (LBS.) AIR CONT. (ASTM C -173/C -231) aka.. . AV TRUCK NUMBER 4,7/K FLY ASH (LBS.) AMBIENT TEMP. °F 75/ BATCH SIZE, YD' ? COARSE AGG. (LBS.) SAMPLE TEMP. (ASTM C -1064) UNIT WEIGHT (ASTM C -138) 77 TOTAL PLACED 2 OF YDS' COARSE AGG. (LBS.) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) WATER ADDED, GALS. S' COARSE AGG. (LBS.) 'Nola appropriate teat methods 0 different from those Indicated;! ;;;;; .' • ALLOWABLE WATER, GALS. /0 FINE AGG. (LBS.) DRUM REVOLUTIONS WATER (LBS.) BATCH TIME 3#: 7/ AIR ENTRAINMENT SAMPLE TIME I y ' °-)--' ADMIXTURE NO. 1 FINISH TIMED`"; 7 ADMIXTURE NO. 2 SAMPLE AND TEST DATA : SET NUMBER: 543 ii-‘' �/ SAMPLE LOCATION: e4^ /o ..- /,.ti,.///7/ L,,;// .tip Co■-.4 -tom DESIGN STRENGTH )✓ 6 i PSI @ ' DAYS *TEST DATA ACTUAL SPECIFIED TEST AGE (DAYS) / 7 -0 ?f / N SLUMP (ASTM C -143) j 3>r Y'?l SPECIMEN (NO./SIZE/TYPE) 5/ 6;07'' ),/ AIR CONT. (ASTM C -173/C -231) aka.. . AV 101 DATE SAMPLED '77i / AMBIENT TEMP. °F 75/ 5-0 -s'e) DATE RECEIVED "7/7 SAMPLE TEMP. (ASTM C -1064) UNIT WEIGHT (ASTM C -138) 77 5o -Sv CURING CONDITIONS Cve,C I:r HIGH/LOW TEMPERATURES YIELD (ASTM C -138) 'Nola appropriate teat methods 0 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. COMMENTS s. aka.. . AV 101 AGRA FIELD REPRESENTATIVE f REVIEWEDBY 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 5OLUilONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 DAILY FIELD REPORT PROJECT NAME 1 .� , G ./ .G... t,�... /• "D.y /�a :X.., ye.' / �%/ / ' PROJECT NO. %'/y . /1(7S - V REPORT NO. L V. / ADDRESS /-7/2 / A. ,<? #0.4r PERMIT NO. /. f /ice- ) /3F DATE 7/?//-/ CLIENT e‘ — . ? " G - G ' Ii cf3 X _.0 c; C ia "N. /44 /7-^.- . c� /S c� i �-"1, YS.-7C7' e WEATHER , CAP, " / PAGE (Includes Test Reports) / OF t STRUCTURAL ENGI EER SAMPLES OBTAINED (NO./SIZE/TYPE) AGRA PROJECT MANAGER/PHONE NO. Y ARCHITECT SUMMARY To the best of our knowledge, all items inspected as noted above were 1:14S /� s ❑ Preliminary Observations in general conformance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected -- Report No /AGRA FIELD REPRESENTATIVE /PAGER NO. / CONTRACTOR // ��t.�..-'�� TYPE OF INSPECTION t 7 g& INSPECTION ❑ RE•INSPECTION COMMENTS �6- S`��.�C J' 4— � T? s 5 iC,ueS l`<' -G � /_/ 5i, / e-e7 A c,-e.4 /!/:;:e.. --.-a. •. 1 /h l r, J'L. . S l7"9Lr re-c/r / / 1jt /~e o ?' _...;,,,0 o ' - 7/4 e T{ , --. 4 l: 5 C.ia 7(a / l/P / f / //LC //` / Si Ac.rA. 4-✓a 6 -7.ALuiZ 4 S .4.17-i' /74'476 /r /c✓` r:. 4, 1 -? / (e S' r s4 / c, S /.(4 4-,7( . 4'„4-. `/. 4,4.4/ G,ic'j % s / Q, ( rs e../ /0 /cam . JAS Tyr /L+�.,'.i <- /O lec. G�� r. 7. '( . "t p -c,A•ti lam'(/ / r 4',.i' // — s o :, i`.., : -( ,-- re) ,- - s i , /u .-i- 51$3, i �7 //4".-.) S.--l.+d is ' . / .b �r O. r, C / a / / p. L /),rlp(" t — . ? " G - G ' Ii cf3 X _.0 c; C ia "N. /44 /7-^.- . c� /S c� i �-"1, YS.-7C7' . / / 6/1 .. 6u4/7G, '/ ✓!/c- /` , (v •-, c._ /- C ....A ,1 ee.)H ) A / CSG "' • r/., . //t" r / 3.4- , �l GW.f/1( o h ..o cg' A f ;‘,/ �., 4, 5' .S /r_f L,• is 4(4 •(� . 51',/ -r 63 1 , GU6, k D 4 .5.?. ✓w. Gtr. j 1 vt e(�ti C. /4c. ra Gtr, I( rr %; II., c h--5 c �Q i SAMPLES OBTAINED (NO./SIZE/TYPE) SUMMARY To the best of our knowledge, all items inspected as noted above were 1:14S /� s ❑ 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 # VIEW BY OUR PROJECT MANAGER EVIEWED BY This report is provided solely for the information of our client. This report is not Intended to be transmitted to a third party by anv means, except in full, ti 04 AGRA ENGINEERING GLOBAL SOLUTIO.S 11335 N.E. 122nd Way, Suite 100 Tel (425) 820.4669 Kirkland, Washington 98034 Fax (425) 821.3914 TEST REPORT ,,C RETE ASTMM _Cf29_._t• GROUT STM C -1019 MORTAR (TYPE ) CMU (TYPE ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -140 ASTM C -780 PROJECT NAME 771_„.-7(..,.,/ CAS 1v J-4/ Qi,L.. /�` PROJECT NO. .J %�/41 - /2 -• V REPORT NO. /I - 4 PAGE (includes Test Reports) v OF 4,..., DATE /C, p /71 // 2:7-22774.•—i, // '' ` !/� ✓7/ FIELD DATA BATCH DATA SUPPLIER c.„,;‘,(2,4_4(./ TYPE OF CEMENT MIX NUMBER 3y5 / 7 5 /4-7 7 y WEIGHTS PERYARD CEMENT (LBS.) DESIGN ACTUAL TICKET NUMBER TRUCK NUMBER r 3 l FLY ASH (LBS.) BATCH SIZE, YD' ,Er. COARSE AGG, (LBS.) TOTAL PLACED F--OF '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 l/. 3Q ADMIXTURE NO. 1 FINISH TIME ty' ADMIXTURE NO. 2 SAMPLE AND TEST DATA SAMPLE SET / OF / LABORATORY SET # 5 I.D. # 3 c 1 SAMPLE LOCATION: .,.4.s, �,.. " /;4 ‘.4x.. ‘.4x.. DESIGN STRENGTH y,5'-:2:5PSI 4:02, DAYS 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) / / 7 L .2 /- f/ SLUMP (ASTM C -143) Y yi/ SPECIMEN (NOJSIZE/TYPE) 6",y -;icy/ 7/ AIR CONT. (ASTM C -173/C -231) AMBIENT TEMP. °F 7K 5tj-5"0 DATE SAMPLED DATE RECEIVED -7 /0 SAMPLE TEMP. (ASTM C -1064) /-? -rd CURING CONDITIONS Co:h�..e! UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) 'Note appropriate test methods 11 different from those Indicated SAMPLE STORAGE LOCATION AND COMMENTS /JJ AGRA FIELD' - P - 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, A OAGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 INSPECTION REPORT PROJECT NA / t,- I i veal d// Sj. Gtrs / Et7 e Qs� /i. Q • / e/ %1 re6 ' PROJECT NO. a / or • - / ?y7s7 -410 REPORT NO. 4 ADDRESS 7 2,2( 4., fc fS A-60,--,,, -,„ 0 ,0/s oP SLe %vL 2� PERMIT NO. /I'll 93of 3$ GATE 7Q2- y9 CLIENT WEATHER / — Cle-O PAGE (Includes Test Reports) /0P STRUCTURAL EER p ) Na rMt - Inneb)A1 v SAMPLES OBTAINED (NOJSIZERYPE) ; .. r ,I• nt';; ;; / se/ rte' / ., AGRA PROJECT MANAGER/PH NE NO. / Ye /t � , i 1/2 r) U 2c - y!c 6 7 Z- Of C ARCHITEC,T AGRA FRf �ENTATIVE/PA� �( �/' Glin f TYPE OF INSPECTION �% JEW INSPECTION 7� /� ll ❑ RE-INSPECTION A© /� CONTRAC ' ... . INSPECTION DATA • t,- I i veal d// Sj. Gtrs / Et7 e Qs� /i. Q • / e/ %1 re6 owe\ (--cykee.e12 P •. - AA-• A / I/ / 4 / A a- t ......._ . mit I— 4 • 19A/S I- 03,er .51..1 /e, rce ..-7 t /Aras ehef-rQi 1.. phtce et S � p f 0,.�S � c - tC ell- , , C.) r ��u r� .� �;2. reoi-oact, ,' ' � 2 1 , A-60,--,,, -,„ 0 ,0/s oP SLe 44.c„i_va?„.... , i r 4110. . daft SAMPLES OBTAINED (NOJSIZERYPE) ; .. r ,I• nt';; ;; / se/ rte' / ., 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. ❑ No ❑ Preliminary Inspection ❑ Deficiency Corrected - Report No. P, AGRA FIELD REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER AGRA ENGINEERING GLOBAL SOLUT10t.S 11335 N.E. 122"0 Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821-3914 TEST REPORT .- G'6NCRE ASTM C -3 GROUT MORTAR (TYPE ) CMU (TYPE ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -140 i ASTM C -1019 ; ASTM C -780 gnu rtL M ,.Z.k 0 . -W. „/ ,,�,. .i - =- IJ 1f PROJECT NO. 9'w - i 2 4 7 - cV ADDRESS J \^ � S7 . /2y< / le, . C /IL REPORT NO. V- ' _ V - PAGE (includes Inscect ■on Report) 2 OF 7 CLIENT ScJ Q/ DATE '� _ - �� ^M ` FIELD DATA BATCH DATA SUPPLIER 7.2"F- TYPE OF CEMENT Z MIX NUMBER "'[ 852- WEIGHTS PER YARD ACTUAL DESIGN TICKET NUMBER l 16 361 CEMENT (LBS.) C/O , 0 0 TRUCK NUMBER 9 ( 2 FLY ASH (LBS.) 0 . O O BATCH SIZE, YD' (0 COARSE AGG. (LBS,) / 9 2 TOTAL PLACED _____OF go YDS, COARSE AGG. (LBS.) WATER ADDED, GALS. 0 COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. --- FINE AGG. (LBS.) PI 3 DRUM REVOLUTIONS WATER (LBS.) 230.00 BATCH TIME /ld 0.1 AIR ENTRAINMENT SAMPLE TIME f 0 ; 2O yM ADMIXTURE NO. 1 iD4, '1 4/' 0 0 FINISH TIME ADMIXTURE NO. 2 �"1 SAMPLE AND TEST DATA SET NUMB R: v r ♦ S SAMPLE LOCATION: de,/,,,,4,.., am..,/,e tiaAdir ,y-ill Asi *TEST DATA cartat ACTUAL SPECIFIED DESIGN STRENGTH 3a,OPS1 02 DAYS TEST AGE (DAYS) '7-`ag -a8, It-4 SLUMP (ASTM C -143) AIR CONT. (ASTM C-173/C-231) AMBIENT TEMP. °F (��, �� r -- '72 °1"' 1 rt 1 r� SPECIMEN (NO. /SIZE/TYPE) �t..1 6' x I2 c 7 12 .99 DATE SAMPLED DATE RECEIVED SAMPLE TEMP. (ASTM C -1064) 7.2"F- Q. 90"/=" CURING CONDITIONS UNIT WEIGHT (ASTM C-138) ,--- ---_ HIGH/LOW TEMPERATURES YIELD (ASTM C -138) .---- ,� 'Note appropriate test methods if different from those Indicated `.'. '. :: COMMENTS Ar+GZ -. •c AG A FIELD REPRESENTATIVE 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 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821-3914 INSPECTION REPORT PROJECT NAME A. r 4A‘... N. _ _ to h. PROJECT NO. AP I "I '" REPORT NO. / 1L_V. A NDRESS 12 • -1 JP �� PERMIT NO. Ivy 8 - a 139> DATE -7 _ 13 "-R CLI , -- WEATHER oO0 .. PAGE (IncludesTest Reports) . Z STRU TURA{,ENGINEER (Cjl D �J Y' •� '�-7 �4�L 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 PROJECT MANAGER/PHONE • . t'—,t N N. AR HITECT . AGRA FIELD REPRES ATIVE/PAGER NO. L S AGRA FIELD R"RESENTATIVE REVIEW BY C AC OR _ TYPE OF INSPECTION WIN ESPECTION �—� ❑ RE•INSPECTION INSPECTION DATA . „s .6 eYJ f� ei4? t •� • 1E4 . _ I ''i1 • . L.CS,^.‘. 1v\ -LL- �9 i & T Zt 4Ar.: ,, If."' ( 37: cci;),,,,,__ -1/4Le,- Ai a...---0...., rsv..- . e..a...-Jd) A, \ Yid -L�— !&� — A irC A. vv ... • . — II _z21:Ect\,____C.AgA.V_ aryNA ♦A . -I • • - i . • SAMPLES OBTAINED (NOJSIZEIfTYPE) " ` . (ti) (9.x< .?$ INSPECTION RESULT S► 5,; 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. _. ■■■i.. AGRA FIELD R"RESENTATIVE REVIEW 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. 122n° Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821 -3914 TEST REPORT CONCRETE GROUT I MORTAR (TYPE ) CMU (TYPE ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -39 TM C -1019 j ASTM C -780 ASTM C -140 PROJECT NAME �.. -vir -0, , ..-. .- ADDRESS `, 12 / Z 1 P t:._ 'f iL,S 1, 11 , • 4_ • PROJECT NO. A. —' Z REPORT NO. 1 , r ^ v - tf, PAGE (includes Inspection Report) 4—► OF DATE CLIENT `'` 1 f (c fJ to la_ es AIR CONT. (ASTM 0 -173/C -231) FIELD DATA BATCH DATA SUPPLIER DATE SAMPLED TYPE OF CEMENT AMBIENT TEMP. °F b MIX NUMBER e7‘567... 1 —7 f I-4 L. 3 'Jit$ WEIGHTS PER YARD CEMENT (LBS.) FLY ASH (LBS.) ACTUAL DESIGN 4tSZ 8Q TICKET NUMBER TRUCK NUMBER BATCH SIZE, YD' 1 OF / 5YDS3 COARSE AGO. (LBS.) ,, COARSE AGG. (LBS.) 19 6-7 TOTAL PLACED WATER ADDED, GALS. `O COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. /d .-f-- Vil,,t.t..,- FINE AGG. (LBS.) .j WATER (LBS.) 1 y 17_ .2-0 DRUM REVOLUTIONS BATCH TIME ', 20 ', AIR ENTRAINMENT ADMIXTURE NO. 1 1,,il2_QA ADMIXTURE NO. 2 Lt.t L f (jC� SAMPLE TIME FINISH TIME -3 I, l SAMPLE AND TEST DATA SET NUMB R:15 -70 1 SAMPLE LOCATION: .:n t ah,Ak r3 (C' �- 1 V� t f . DESIGN STRENGTH S PSI @ 5,DAYS *TEST DATA ACTUAL SPECIFIED TEST AGE (DAYS) --2 (B1`2-t), 14 SLUMP (ASTM C -143) t/ --- SPECIMEN (NO. /SIZE/TYPE) f (c fJ to la_ es AIR CONT. (ASTM 0 -173/C -231) DATE SAMPLED -'-1 - (3 —G/c2 AMBIENT TEMP. °F b DATE RECEIVED / SAMPLE TEMP. (ASTM C -1064) '70° CURING CONDITIONS UNIT WEIGHT (ASTM C -138) HIGH /LOW TEMPERATURES YIELD (ASTM 0-138) 'Note appropriate test methods if different from those Indicated COMMENTS AFIEL REPRE' NTATIVE REVIEWE. =Y 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. 122^' Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 INSPECTION REPORT PROJECT NAME ..1-.A1 Z5e w •A • J'/ r 4:0_7e-evil PROJECT NO. /' REPORT N0. v......7 ADDRESS ^ /I'/ /� Ac4-z, f5wyS, Yukr_tmfta PERMIT NO. 98 _ or3S DATE 7 "V— 9.7 PAGE (includes Test Reports) 14 Z CLIENT CA erg-7 life WEATHER cLd2 STRUCTURAL ENGINEER E - AGRA PROJECT MANAGER/PHONE NO. k'6* SA / }/ zs- 8pa70 - 4/e( AGRA FIELD REPRESENTATIVE/PAGER NO. . V A 7W0317if 4 1/4 //- ARCHITECT CONTRACTOR ��� A TYPE OF INSPECTION �� NEW INSPECTION RE- INSPECTION - INSPECTION DATA c /f - , - si 7 q - • - ir - � 17' / Li Q Gd B / c t i/ tfat Q 48 Ceti /C) 7" S 4 V. fr Aff -42 /-01 7 #s6. nu S .,,E l2c,�.] !ee¢,LJ�. • (J&) / a /i• / /, 4 i / lija,/ 12ocr 6-argh oc &r;y ei -1 .. �,e Aft- )1 ,p ('�s� k- "re-3 1. cgoic,„-,,Z xtp,t4 re,,,,f4.-7.1, _7;-27 _____q_ fat ��- a t j t� e, 44‘,„„ w P 6/i. _.� Ps �� �,, ,91,,E 5c000 / TT 4A.e caw c�- G of ccr �► Grni C V Qom, • To t�� p -� ' t � .it e.- + - aC7es040. - � IA IV cd-,f 4-6 4d- t(f ! Z75 • f _?tie-rok SAMPLES OBTAINED (NOJSIZER.YPE)`- /i INSPECTION RESULTS To the best of our knowledge, all items inspected as noted above were ,'+re5 ❑ Preliminary Inspection in general conformance with the approved plans and specifications, ❑ No ❑ Deficiency Corrected - Report No. Ai AGRA FIELD REPR ENTATIVE tJ REVIE 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. AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821 -3914 TEST REPORT 61)NCIETE TM C- GROUT STM C -1019 MORTAR (TYPE ) CMU (TYPE ASTM ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 -140 yC PROJECT NAME �-- A, TEAh/A 7,0 Ni�G half 1 4r/ / PROJECT NO. I- 9/�- /dl/ V ADDRESS I (491. 1 I 0� cent, fi �: 71i t J W/ drEPORT y G{ J� (C �" NO. v— / PAGE (includes Inspection Report) OF cgt CLIENT S4 grey e..- ' DATE 4z - ^ 2- / ( /gyp FIELD DATA BATCH DATA SUPPLIER �'- AniEteht-y 1/8s. iTYPE OF CEMENT WEIGHTS PER YARD ACTUAL DESIGN MIX NUMBER TICKET NUMBER 7/6 68/ CEMENT (LBS.) Z$2$ # 1.4 50 8o tta' TRUCK NUMBER c3 pD FLY ASH (LBS.) Ai --(dn 'c/ BATCH SIZE, YD' i 2„ COARSE AGG. (LBS.) ?!8 DATE SAMPLED I as? 1A" TOTAL PLACED 32 OF DS' COARSE AGG. (LBS.) DATE RECEIVED SAMPLE TEMP (ASTM C -1064) UNIT WEIGHT (ASTM C -138) WATER ADDED, GALS, 't tu `� rn COARSE AGG. (LBS.) HIGH/LOW TEMPERATURES ALLOWABLE WATER, GALS. e— FINE AGG. (LBS.) 5011Ana /4// 2 DRUM REVOLUTIONS 'Note appropriate tut methods If different from those IndkatM WATER (LBS.) 3 0 �' BATCH TIME . a /j 7 AIR ENTRAINMENT SAMPLE TIME '.: .P ADMIXTURE NO. 1 W RA fa�/ 7� FINISH TIME A; t3s ADMIXTURE NO. 2 SAMPLE AND TEST DATA SET NMBER: A - . g SAMPLE LOCATION: �� • [.11� 49 dip "PSI y� //4/4 „ Czn4, y.g 7f, ,3,5 •_ • gdcl ttl b DESIGN STRENGTH" ® DAYS °O 2g 'TEST DATA . ACTUAL �% SPECIFIED TEST AGE (DAYS) Z$2$ # SLUMP (ASTM C -143) 4/_ .!/9 � a SPECIMEN (NOJSIZE/TYPE) Ai --(dn 'c/ AIR CONT (ASTM C- 173/C- 231) / 7 DATE SAMPLED 7— /t/— 99 AMBIENT TEMP. °F 69°A- DATE RECEIVED SAMPLE TEMP (ASTM C -1064) UNIT WEIGHT (ASTM C -138) 7so1. CURING CONDITIONS HIGH/LOW TEMPERATURES YIELD (ASTM C -138) 'Note appropriate tut methods If different from those IndkatM COMMENTS / .. AGRA FIELD REPRESENTATIV 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. 122n° Way, Suite 100 Tel (425) 820.4669 Kirkland, Washington 98034 Fax (425) 821 -3914 INSPECTION REPORT PROJECT NAME rAi"re: RNA-/ /4„5f �J/r.7,10•PROJECT '�' NO. 9 -9/-- �a 4/75- REPORT NO. i/- 8 ADDRESS ^/ Q ^ �� s �4�el /� A /a2'/ / Pei rc y N PERMIT NO. 98 0/3 m Q DATE 9 9 CLIENT <4749r6-.7 he WEATHER cLo y PAGE (includes Test Reports STRUCTURAL ENGINEER AGRA PROJECT MANAGER/PHONE NO. �j��p� - (mss &lO' To'"�/ + "-- t om i7 J,,#/ ARCHITECT AGRA FIELD REPRESENTATIVE/PAGER NO. CONTRACTOR �r c vom Y he. TYPE OF INSPECTION NEW INSPECTION AA RE•INSPECTION INSPECTION DATA FE At a iz, St 9 and ,47-2-/EINe"ncg( "1" cCk. • f 140 / r Q S Sdu r '4A S/2'6 Leaf ,- S -_fit aze /42 4[2R:C IX (10 dt1Lcktt—ase f■c1Die [O' Cgrr1C'cs -. f 14a)7t01 / 4__ [,iJ c -i td' ), 1u 62 teil:IF /i/ 9a-tiC Lvcm ' .9t46 -J 1.41(14 !/jh ov. '7'0pk 4 "%s/ 4a711 cc- c one, 9t lS {` loot 4. , ce,M ccY,,, Z 'TAD 4. f I o i as ;;,r., /ate / iievt 7L JS -1v4 -Ai c g-cyert .sk-c, Ay,,,, 1-:Q.').■, q 0 c + 2 5 e. f SI-- q-/�) -7-42.571-' � / . , � _ - U.) Ie 1 i ..- - ,,� , f r r 'M p . I t AMPLES OBTAINED (NOJSIZE/TYPE) 4 INSPECTION R5SUI.TS To the best of our knowledge, all items inspected as noted above were , Yes in general conformance with the approved plans and specification t/ E No AGRA FIELD REPRESENTATIVE ❑ Preliminary Inspection ❑ Deficiency Corrected - Report No. REVI ED 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. 122n° Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821 -3914 TEST REPORT ONCR - AST 9 GROUT ASTM C -1019 MORTAR (TYPE ) ASTM C -780 CMU (TYPE ASTM C -140 PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER PROJECT NAMES ADDRESS CLIENT c I Z 461/ f�q 4e- 81S ru *tw 5.96t7 LLr e PROJECT NO. REPORT NO. V-- s PAGE (includes Inspection Report) 2. OF Z DATE FIELD DATA BATCH DATA SUPPLIER s+rp,^le- tati awe TYPE OF CEMENT i 'TEST DATA `':' .: ; ACTUAL f/ 4/%9 MIX NUMBER L18S2 / WEIGHTS PER YARD ACTUAL DESIGN TICKET NUMBER 7/ 72,3 s CEMENT (LBS.) 4/50 40 TRUCK NUMBER c3 24 FLY ASH (LBS.) $O ii° BATCH SIZE, YD' 9 COARSE AGG. (LBS.) 7/0 rgs'rf^ ' TOTAL PLACED _' OF J,_YDS3 COARSE AGG. (LBS.) HIGH /LOW TEMPERATURES WATER ADDED, GALS. /Q COARSE AGG, (LBS.) ALLOWABLE WATER, GALS. 'Note appropriate test methods if different from thou .indicated ':'. .' ,:,':= FINE AGG. (LBS.) Cdr► /41/ DRUM REVOLUTIONS WATER (LBS.) , 0SC BATCH TIME a, I 05 AIR ENTRAINMENT SAMPLE TIME aX ; S S ADMIXTURE NO. 1 1�/ �A 6'/. f�� `T 4 01 FINISH TIME 3. /o ADMIXTURE NO. 2 /.-%\ SAMPLE. AND TEST DATA SET NUMBER: 4 9 SAMPLE LOCATION: Source g e ;1,e LV - t # „pere-Niv ,V DESIGN STRENGTH 4000 PSI @ z a DAYS 'TEST DATA `':' .: ; ACTUAL f/ 4/%9 SPECIFIED TEST AGE (DAYS) 7 79. 42.9 4! SLUMP (ASTM C -143) SPECIMEN (NO. /SIZE/TYPE) 4_66 /;02._/) CONT. (ASTM C -173/C -231) DATE SAMPLED 7-_ /g .- 9 9 AMBIENT TEMP. °F 6/ o;C. DATE RECEIVED SAMPLE TEMP. (ASTM C -1064) 79 °f- CURING CONDITIONS UNIT WEIGHT (ASTM C -138) HIGH /LOW TEMPERATURES f= .sq 41r YIELD (ASTM C -138) 'Note appropriate test methods if different from thou .indicated ':'. .' ,:,':= COMMENTS AGRA FIELD REPRESENTA a E 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. 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 'AI regAa7rwvoz... /L 1� f 4c- ✓� L PROJECT NO. 9 -vim - dg 75 ORT NO. V— 9 ADDRESS /A ya 1 A 4 -Z 17/(ctb1•-1l Q f 4e f!-m kr.. C'ocytcl Gcla./ L•4"04 c,- C. ,lc tp•Ilk •i� PERMIT NO. r q 8_ 0138 WEATHER SATE 7 —a M 9 9 7 PAGE (Inctudes Test Reports) CLIENT 4. STRUCTURAL ENGINEER r AGRA PROJECT MANAGERiP jjj ONE NO. le-4 solfi - (92 -460 ARCHITECT AGRA FIELD REPRESENTATIVEJPAGER NO. aATw/tm Sc .64. CONTRACTOR �� ! T TYPE OF INSPECTION /e^ NEW INSPECTION iC ❑ RE•INSPECTION • INSPECTION DATA A-ca='E Fr .)' / 4 y_ s v 6 k- C)'. 'Q W Ce it (Icy, e . LLJ ' Aakd s an c 77C tea.6 t rr Li --fil) ft 4 . i' 7 V ' • /I tl V.. �"`M t cJaa/ Q e'l 1 i u. C«-n e .1Sf}jFLE t12." .Ac,, W 42.6.1z elo.C. ( c a _ 0 C fcv f cfc kriuti_ q c t tt1a4 d at_ *owe 17/(ctb1•-1l Q f 4e f!-m kr.. C'ocytcl Gcla./ L•4"04 x_44.,at_eck_ 1,4111K b � AL9t G—Wle_010 air Cetly , 73,7k 2 Tao >t � C 4c"n 0,942 f / SI 16-eft_ T, g L ,.&14'nr1 i2. G -IC et.t t93sJ- 9 alet 'Ta.. . a l.V ne-"Jut..o1 t c"' ,rL , ' .... (' • • ;; . , ,, I- Cam, /_ Q 7QIL $) -4/ --4 )c7twi 4. f J P eoJ A eN SA PLES OBTAINED (NOJSIZEITYPE) 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 AGRA FIELD REPRESENTATIVE REVI ED 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. 122nA Way, Suite 100 Tel (425) 820-4669 Kirkland, Wshington 98034 Fax (425) 821-3914 TEST REPORT /CONCR AST -39 GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 ASTM C -140 JECT NAME /A, r ,/AT„O�I 06 / d�` a.ki PROJECT NO. ADDRESS / w l - ^ / nQ �* mu� REPORT NO. I ! PAGE (includes Inspection Report) OF CLIENT /% /jljt Q 69. 19, .7 DATE �m '� f / L( i2D FIELD DATA BATCH DATA • SUPPLIER 5'Tonl e le 4/ (oc jYPE OF CEMENT _ it-- 6 .7°F MIX NUMBER t/e57 WEIGHTS PER YARD ACTUAL DESIGN TICKET NUMBER 7/7479 CEMENT (LBS.) UNIT WEIGHT (ASTM C -138) Glsp TRUCK NUMBER � a / FLY ASH (LBS.) YIELD (ASTM C -138) IF gp BATCH SIZE, YD3 / O COARSE AGG. (LBS.) 'Note appropriate tut methods It dIMamnt from those Indicated:,: ; %'; It- 9,s,7 TOTAL PLACED OF g9YDSJ COARSE AGG. (LBS.) WATER ADDED, GALS. ^(� �00- COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) 102 0— DRUM REVOLUTIONS WATER (LBS.) AP Age' BATCH TIME 9 >C7T7 AIR ENTRAINMENT SAMPLE TIME 3 ; OS ADMIXTURE NO. 1 w A U-r ^ R FINISH TIME 3 ;($ ADMIXTURE NO. 2 SAMPLE AND TEST DATA SET NUMBER: f l ' +4 SAMPLE LOCATION: la on. l C. (% 1 g)-- m IU1 41.411' Ea4 '' We -o 41 g e DESIGN STRENGTH 0 PSI @ 2$ DAYS 'TEST DATA . ACTUAL 4 SPECIFIED TEST AGE (DAYS) 7 g.a *9A /- SLUMP (ASTM C -143) % 1/4,4 4i.'/ SPECIMEN (NO/SIZE/TYPE) L( i2D AIR CONT. (ASTM C -173/C -231) DATE SAMPLED 7-44— 9 9 AMBIENT TEMP. °F 6 .7°F DATE RECEIVED SAMPLE TEMP. (ASTM C -1064) 7g 74- CURING CONDITIONS UNIT WEIGHT (ASTM C -138) % HIGH /LOW TEMPERATURES YIELD (ASTM C -138) /J 'Note appropriate tut methods It dIMamnt from those Indicated:,: ; %'; COMMENTS AGRA FIELD REPRESEN TIVE REVIE 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. AGRA c 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. PROJECT NO. EPORTNO. I 0 %42 �t°/4,6,077 LAS e4 .04,!/✓niz}z.-_ ,44/.i02. -e_., ADDRESS /gliv A ;A 4 PERMIT NO. qtr -P74 37 DATE -/?- 4'7' CLIENT �� - 1, j1 ,/v' ( % // � l j%(// WEATHER �1/�� PAGE (Includes Test Reports) 1 OF c STRUCTURAL ENGINEER J AGRA PROJECT MANA 'EERR/PHONENO. P'4,4/ AN t' ARCHITECT AGRA FIELD REPRESENT TIVE/PAGERNO. TYPE OF IN P� / • A ; 6 `�� �RE NS ECTION INSPECTION CONTRACTOR �! COMMENTS /6 /%S S; e, )w,T � 1 ,./L4 .e74 °-s , ,e..�'f� .-- %42 �t°/4,6,077 LAS e4 .04,!/✓niz}z.-_ ,44/.i02. -e_., ,�� �� t `�_,o i�G'L,' ie /ll�,d L9/L ,0y-A z 9 TGfilC ,6ez t' em.) ,vaL.`' . oi'i4v-.7:- 7i, -e ec/ /y itc/s /91)6-71-Cove k . /X , i‘ x/01 e74-4,e/ete 4-,e " , t ki*,4-ei A 4 . ✓ 1'elvr/f W eo,ueitek )-t_A_____2Lsi,aeiz)/A ...- _ _ad . ..... , SAMPLES OBTAINED NOJSIZE/TYPE . ',, (o K b2- t. 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. ❑ o ❑ Deficiency Corrected - Report No. AG FIELD RE ESENTATIVE REVIEWE Y THIS REPORT IS CO ED 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 ASTM C -39 GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -140 ASTM C -780 PROJECT NAME }yJ i. ��,'rj 4 Gam,, (iii/ �.i' / L- 2 ✓ PROJECT NO. $190-/R7344, / REPORT NO. / 0 _.7.- � /%/ 4/� 1, 14)/ / /4 PAGE (Includes Test Reports) / OF / DATE 7-i9-- 9 FIELD DATA BATCH DATA SUPPLIER prn01.fd TYPE OF CEMENT MIX NUMBER 34 5_143 WEIGHTS PERYARD DESIGN ACTUAL TICKET NUMBER / S', (o / CEMENT (LBS.) TRUCK NUMBER a/ 01 FLY ASH (LBS.) BATCH SIZE, YD' /D COARSE AGG. (LBS.) TOTAL PLACED /0 OF / OYDS' COARSE AGG. (LBS.) WATER ADDED, GALS. ..5 COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) DRUM REVOLUTIONS WATER (LBS.) BATCH TIME e.2.,) V AIR ENTRAINMENT SAMPLE TIME 02:1V ADMIXTURE NO, 1 FINISH TIME 3; /a ADMIXTURE NO. 2 --.� SAMPLE AND TEST DATA SAMPLE SET OF (4o LABORATORY SET # ID. # SAMPLE LOCATION: DESIGN STRENGTH S j)PSI @;100:5" DAYS 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) 7-9707/-# SLUMP (ASTM C -143) T SPECIMEN (NOJSIZE/TYPE) 4I — 6 k /a AIR CONT. (ASTM C -173/C -231) /4 f» .�D DATE SAMPLED '7. ) 9' — 9 7 AMBIENT TEMP. °F -7 5- 7 6 DATE RECEIVED SAMPLE TEMP. (ASTM C -1064) R2-99 76:7-- ° CURING CONDITIONS UNIT WEIGHT (ASTM C -138) N'Q" HIGH/LOW TEMPERATURES YIELD (ASTM C -138) i" •Note appropriate test methods 11 different from those Indicated SAMPLE STORAGE LOCATION AND COMMENTS AGRA FIELD REPRES 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, 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 �"J7 -,e A/4 -� /e ��r2g # / 63 .7E- Le�� . CJ / PROJECT NO. 9 -qin i- /, 4l 7s- y PERMIT NO. /ns - 0(3 g' WEATHER L2 S A /A/ REPORT NO. I/ / .1I DATE 7 -.�� - q PAGE (Includes Test Reports) ADDRESS // 4/�l n ACC c1 c Huy S 7c /ka / /1A 9 CLIENT eg/ r �lq � -6y 2t,� STRUCTURAL ENGINEER t Q nc( moo/ q CI 9 --<< /0 ,z zi • at 714 -61.1 AGRAPR.L2, MANAGER/PHONE O. IC E/✓ S,gHi - 1-/Jsj a - e/66,' 9 ARCHITECT 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 0 Deficiency Corrected — Report No. AGRA FIELD REPRESENTATIVEPAGER NO. CONTRACTOR �j� i r it, TYPE OF INSPECTION �/ ❑ NEW INSPECTION RE•INSPECTION 'INSPECTION DATA A- E c l AQYki. yi s�. d 4 col d- a bs' (.eat 7e-if, 14,6 >/ Pc t',.) 6_0k Cocyi or,--lie ( rOo F - . r r i - s 4. 1-8- 9 A / 4 f f rl c <at lc t,ab clotc,alpz pe? 14_Ql ii, 4•94 g F. -. ' c e 4 .. dr (--,,_46, rd U c art . C*( .(.)G-33e C.`Ia,k'c,d + /y, 1 e"--4-612-9a--c? 0r4.--i - Q 1.,'l belt') �� q G,O-/ c04 CO. Cr�'a.� no .�.- r tL• . _Q__ ., cr- . " i e, , . J cc %C, nib Z, D/ 1 1-07 /7, . r ? etS /...3 of . 1150 o PS/ r.rw C /OD WYAJ✓ le /Qo /4'4 C'Cr ,fin-le >" , .” , �f < a,,z. 3 -C'd et, d 7 'k- crie_d_.---kivykei q.` Con„ (77-o rs c--J A c,1u `77 1 :5'i- -4- $', , //G77 -7 dam- -s-L1.7,77 ec�/- t Q nc( moo/ q CI 9 --<< /0 ,z zi • at 714 -61.1 SAMPLES OBTAINED (NOJSIZEITYPE) 4— (6" ' /2") 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 0 Deficiency Corrected — Report No. AGRA FIELD REPR _ ' NTATIVE REVIE ED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER Thi. renn.t is nrnuirierl cnleh, fnr fha infnrmatInn of nur rliant Thic rannrt is not intwnrlarl to ha tranCmittad to a third natty by anv maans. atfCant In full. AG RA 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, —ASIM -e4 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 Zi‘/z6-4NAT /ON9L Gf."7 _ um ` /902e. � PROJECT NO. 9 -9 fro- i aq 75 --,1% ADDRESS /n� / Pa _ ,sj S / REPORT NO. / vV DATE �e., -99 PAGE (includes Inspection v` CLIENT SpBEy hie FIELD DATA F BATCH DATA SUPPLIER "09 P. TYPE OF CEMENT 2- 4.50o PSI ®2 ; DAYS "TEST DATA ' MIX NUMBER 0 q-51 4/3 / S 5 9Q WEIGHTS PER YARD CEMENT (LBS.) ACTUAL DESIGN II qQ TICKET NUMBER TRUCK NUMBER 2cD 7 FLY ASH (LBS.) / SO " BATCH SIZE, YD3 / 0 IAA, / D OF •YDS' COARSE AGG. (LBS.) 3h COARSE AGG. (LBS.) 3A, COARSE AGG. (LBS.) 7c /- l 57 it 3 9 9 k TOTAL PLACED WATER ADDED, GALS. / 6" ALLOWABLE WATER, GALS. FINE AGG. (LBS.) ....)34,14r1 /2' ,-Se DRUM REVOLUTIONS . WATER (LBS.) x.v?' QC) BATCH TIME .!lTv AIR ENTRAINMENT 3. G?- 3 8 e) F-- SAMPLE TIME r3 ', O-U ADMIXTURE NO. 1 MeLLJQ FINISH TIME c ; M) ADMIXTURE NO. 2 ..-7\ ....eft_ SAMPLE AND TEST DATA SET NUMBER: .___I-- a SAMPLE LOCATION: �� � -��t� B L } G o �t 4 , X 12 " _Tl S..E, G 4- 44.. it /69 Li 1 6,t SPECIFIED DESIGN STRENGTH 4.50o PSI ®2 ; DAYS "TEST DATA ' ACTUAL /9 TEST AGE (DAYS) 72.8. 24' // SLUMP (ASTM C -143) 4.. //j 411 SPECIMEN (NO. /SIZE/TYPE) 4 _ /6-1, / AIR CONT. (ASTM C -173/C -231) DATE SAMPLED 7-.20.-99 AMBIENT TEMP. °F 7c /- DATE RECEIVED SAMPLE TEMP. (ASTM C -1064) 7 _ c. CURING CONDITIONS UNIT WEIGHT (ASTM C -138) HIGH /LOW TEMPERATURES YIELD (ASTM C -138) 'Note appropriate tut methods if different from those indicated ;,' COMMENTS /131 AGRA FIELD REPRESENTfiiIVE REVfE WED 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: PANOS PROPERTIES, L.L.C. 6950 E. GREENLAKE NORTH, SUTIE 201 SEATTLE, WA Attn: STEVE PANOS Specimen Type: CONCRETE ASTM -C39 Report Date: Project N: 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) 820-4669 Fax (425) 821-3914 August 2, 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 Field Data Cast Date: 6/28/1999 Contractor: Placement: DETENTION VAULT WESTSIDE WALL ABOUT 32' -0" SECTION FROM SOUTHWEST CORNER OF THE VAULT. Strength (fc): Required : 4000 psi 02 28 Days Inspector: SATNAM SINGH Mix ID: Supplier: Load M: Truck 0: Ticket 0: Plant 9: Batch Size: Water: Admixture: Time Batch Time: Sample Time: Finish Time: 345143 CADMAN 144 8539 9 YDS 14:48 15:50 16:05 Slump (Inches) ASTM C -143: Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ('F): Actual 2.75" 72 Ambient Temp. ('F): 60 Weather: CLOUDY Specs. 4" N/A N/A 50-90 N/A Remarks: CONCRETE WAS PLACED VIA PUMP AND MECHANICALLY CONSOLIDATED, REFERENCE REPORT 0V1, SET 1. Test Result Spec Date ID N ID Date Rec'd Tested 3872 A 6/29/1999 7/5/1999 B 6/29/1999 C 6/29/1999 D 6/29/1999 Actual Age Nominal Area Compressive (days) Specimen Size (sq in) (Ms) 7 6x12x0 28.28 146690 28 28 Break Types — (Cn) Cone, (CSp) Cons .Split, (CSh) Cone Shur, (Sh) Shur, (Co) Columnar Reviewed By Distribution Client: Yes File: Yes Producer: Yes Others: Strength Brk. Type/ % of (psi) Cure Retied 5190 CSP 130% HOLD AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: PANOS PROPERTIES, L.L.C. 6950 E. GREENLAKE NORTH, SUTIE 201 SEATTLE, WA Attn: STEVE PANOS Specimen Type: CONCRETE ASTM -C39 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) 820-4689 Fax (425) 821 -3914 August 2, 1999 9 -91M- 12475 -V INTERNATIONAL GATEWAY PARK 12421 PACIFIC HIGHWAY SOUTH MI98 -0138 KEN SAHI N/A N/A N/A Mix and Field Data Cast Date: 6/29/1999 Contractor: Placement: WESTSIDE DETENTION VAULT FROM 86' TO 99' FROM SOUTHWEST CORNER. Strength (ft): Required : 4500 psi © 28 Days Inspector: SATNAM SINGH Mix ID: 345143 Supplier: CADMAN Load 0: Truck d: 244 Ticket 1: 8931 Plant 0: - Batch Size: 10 YDS Water: - Admixture: Time Batch Time: 14:53 Sample Time: 15:30 Finish Time: 15:45 Actual Specs. Slump (inches) ASTM C -143: 3.25" 4" Air Content (%) ASTM C -231: 5 Unit Weight (pcf) ASTM C -138: N/A Concrete Temp. ('F): 72 50-90 Ambient Temp. ('F): 69 Weather: CLOUDY Remarks: REFERENCE REPORT 0V2, SET 2. N/A Test Result Actual Spec Date Age Nominal Area Compressive Strength Brit. Type/ % of ID 0 ID Date Rec'd Tested (days) Specimen Size (sq in) (Iba) (psi) Cure Req'd 3882 A 6/30/1999 7/6/1999 7 8x12x0 28.28 128310 4540 CSP 101% B 6/30/1999 28 C 6/30/1999 28 D 6/30/1999 Break Types — (Cn) Cone, (Cep) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Client: Yes File: Yes Producer: Yes Others: HOLD AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: PANOS PROPERTIES, L.L.C. 6950 E. GREENLAKE NORTH, SUTIE 201 SEATTLE, WA Attn: STEVE PANOS Specimen Type: CONCRETE ASTM-C39 Report Date: Project N: 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) 820-4669 August 2, 1999 ax (425) 821-3914 9.91M- 12475 -V INTERNATIONAL GATEWAY PARK 12421 PACIFIC HIGHWAY SOUTH MI98 -0138 KEN SAHI N/A N/A N/A Mix and Field Data Cast Date: 6/29/1999 Contractor: Placement: UPPER TOP PORTION OF DETENTION VAULT WALL AND COLUMN OF BUILDING B 5, 6, 7. Strength (f c): Required : 6000 psi @ 28 Days Mix ID: 741098 Supplier: CADMAN, INC. Load #: Truck N: 221 Ticket 0: 8944 Plant a: - Batch Size: 10 YDS Water: - Admixture: Time Batch Time: Sample Time: Finish Time: 15:10 16:10 16 :25 Inspector: SATNAM SINGH Slump (inches) ASTM C -143: Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ('F): Actual 8.75" 74 Ambient Temp. ( °F): 69 Weather: CLOUDY Remarks: REFERENCE REPORT NV2, SET 3. Specs. 7° N/A N/A 50-90 N/A Test Result ID* 3884 Spec ID A B C D Date Raced 6/30/1999 6/30/1999 6/30/1999 6/30/1999 Actual Date Age Nominal Area Compressive Tested (days) Specimen Size (sq In) (Ibs) 7/6/1999 7 6x12x0 28.28 155000 28 28 Break Types -- (Cn) Cone, (CSp) Cone - Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution GiC Client: Yes File: Yes Producer: Yes Others: Sbenath Brk. Type/ % of (pal) Cure Req'd . 5480 CSH 91% HOLD AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: PANOS PROPERTIES, L.L.C. 6950 E. GREENLAKE NORTH, SUTIE 201 SEATTLE, WA Attn: STEVE PANOS Specimen Type: CONCRETE ASTM -C39 Report Date: Project N: Protect 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 -4869 August 2, 1999Fax (425) 821 -3914 9-91 M- 12475 -V INTERNATIONAL GATEWAY PARK 12421 PACIFIC HIGHWAY SOUTH MI98.0138 KEN SARI N/A N/A N/A Mix and Field Data Cast Date: 7/8/1999 Placement: DETENTION VAULT WALL NORTHEAST CORNER. Strength (fc): Required : 4500 psi @ 28 Days Mix ID: 345143 Supplier: CADMAN Load N: Truck N: 216 Ticket N: 11730 Plant 0: Batch Size: 9 YDS Water: 5 GAL Admixture: - Time Batch Time: 15:49 Sample Time: 17:05 Finish Time: 17:19 Contractor: Inspector: DAVID SELANDER Actual Specs, Slump (Inches) ASTM C -143: 3.75" 411" Air Content (%) ASTM C -231: N/A Unit Weight (pcf) ASTM C -138: N/A Concrete Temp. ('F): 79 50 -90 Ambient Temp. ('F): 79 Weather: CLEAR Remarks: REFERENCE REPORT NV3, SET 4. N/A Test Result Spec Date Age ID M ID Date Recd Tested (days) 3949 A 7/9/1999 7/15/1999 7 B 7/9/1999 28 C 7/9/1999 D 7/9/1999 28 Actual Nominal Arsa Compressive Strength Brk. Type/ % of Specimen Size (sq In) (/tea) (psl) Cure Req'd 6x12x0 28.28 112430 3980 CSH 88% Break Types — (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shur, (Co) Columnar Reviewed By HOLD Distribution Client: Yes File: Yes Producer: Yes AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: PANOS PROPERTIES, L.L.C. 6950 E. GREENLAKE NORTH, SUTIE 201 SEATTLE, WA Attn: STEVE PANOS Specimen Type: CONCRETE ASTM -C39 Report Date: Project N: 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 -4669 August 2, 1999 Fax (425) 821.3914 9- 91M- 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: 7/9/1999 Placement: DETENTION VAULT Strength (f c): Required : 4500 psi © 28 Days Mix ID: 345143 Supplier: CADMAN Load 0: Truck 0: 231 Ticket N: 12274 Plant N: Batch Size: 8 YDS Water: 10 GAL Admixture: - Time Batch Time: 15:34 Sample Time: 16 :30 Finish Time: 16 :40 Contractor: Inspector: DAVID SELANDER Slump (Inches) ASTM C -143: Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ( °F): Actual 4.5" 83 Ambient Temp. ('F): 78 Weather: CLEAR Specs., 411" N/A N/A 50 -90 N/A Remarks: CONCRETE PLACED VIA PUMP TRUCK AND CONSOLIDATED BY VIBRATION. REFERENCE REPORT 0V4, SET 5. Test Result Spec Date ID N ID Date Recd Tested 3956 A 7/10/1999 7/16/1999 B 7/10/1999 C 7/10/1999 D 7/10/1999 Age (days) Nominal Specimen Size Actual Area Compressive (sq In) (lbs) 7 6x12x0 28 28 28.28 99770 Break Types — (Cn) Cone, (CSp) Cone •Split, (CSh) Cone Shear, (8h) Shear, (Co) Columnar Reviewed By Strength Brk. Type/ % of (paq Cure Req'd 3530 CSH HOLD 78% Distribution Client: Yes File: Yes N) Producer: Yes Others: AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: PANOS PROPERTIES, L.L.C. 6950 E. GREENLAKE NORTH, SUTIE 201 SEATTLE, WA Attn: STEVE PANOS Specimen Type: CONCRETE ASTM -C39 Report Date: Project 0: Protect Name: Project Address: Building Penult:' 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 August 2, 1999Fax (425) 821 -3914 9 -91 M- 12475 -V INTERNATIONAL GATEWAY PARK 12421 PACIFIC HIGHWAY SOUTH MI98 -0138 KEN SAHI N/A N/A N/A Mix and Field Data Cast Date: 7/12/1999 Placement: RETENTION VAULT WALL NORTHEAST END. Strength (fc): Required : 3000 psi © 28 Days Mix ID: 4852 Supplier: STONEWAY Load 0: Truck N: 413 Ticket 0: 716369 Plant t#: Batch Size: 10 YDS Water: Admixture: Time Batch Time: Sample Time: 14:20 Finish Time: Contractor: Inspector: WILLIAM SANDES Slump (Inches) ASTM C -143: Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ('F): Actual 4.5" 73 Ambient Temp. ( °F): 72 Weather: CLEAR 13:10 Remarks: CONCRETE WAS PLACED VIA PUMP AND MECHANICALLY CONSOLIDATED. REFERENCE REPORT #V5, SET 6. Specs. 4±1" N/A N/A 50-90 N/A Test Result ID 4 Spec 3965 _...__... Actual Date Age Nominal Ana Compressive Strength Date Recd Tested (days) Specimen Size ON in) abs) ^ OW) 7/13/1999 A 7/13/1999 B 7/13/1999 C 7/13/1999 D 7/13/1999 7/19/1999 7 6x12x0 28 28 28,28 93820 3320 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/ Cure % of Req'd SH 111% HOLD AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: PANOS PROPERTIES, L.L.C. 6950 E. GREENLAKE NORTH, SUTIE 201 SEATTLE, WA Attn: STEVE PANOS Specimen Type: CONCRETE ASTM -C39 Report Date: Project 0: Protect 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 -4869 August 2, 1999 T ax (425) 821 -3914 9 -91M- 12475 -V INTERNATIONAL GATEWAY PARK 12421 PACIFIC HIGHWAY SOUTH MI98 -0138 KEN SARI N/A N/A N/A Mix and Field Data Cast Date: 7/14/1999 Contractor: Placement: BUILDING C - GRIDLINE "B" FROM 1" TO 4.5" LICONCRETE: NE ABOUT 18' - 0" HIGH ABOVE FOOTING. DETENTION VAULT EAST SIDEWALK FROM 32' - 0" TO 66' - 0" FROM SOUTHEAST CORNER OF THIS VAULT, FOOTINGS AT KUNE 7 AND 8 FRIM B TI B.2 APPROXIMATELY. Strength (fc): Required : 4000 psi © 28 Days Inspector: SATNAM SINGH Mix ID: 4852 Supplier: STONEWAY CONCRET Load #: Truck M: 300 Ticket0: 716881 Plant 0: Batch Size: 12 YDS Water: - Admixture: - Time Batch Time: Sample Time: Finish Time: 13 :27 14:20 14:35 Actual Specs. Slump (Inches) ASTM C -143: 4.75" 4" Air Content (%) ASTM C -231: N/A Unit Weight (pcf) ASTM C -138: N/A Concrete Temp. ( °F): 75 50 -90 Ambient Temp. ( °F): 69 Weather: CLEAR N/A Remarks: CONCRETE WAS PLACED VIA AND MECHANICALLY CONSOLIDATED. REFERENCE REPORT 0V7, SET 8. Test Result Spec Date Age Nominal ID N ID 3992 A B C D Date Rec'd Tested (days) Specimen Size 7/15/1999 7/21/1999 7 6x12x0 7/15/1999 28 7/15/1999 28 7/15/1999 Actual Area Compressive (sq in) (lba) 28.28 89940 Break Types — (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution •1r`° Strength (wl) 3180 Brk. Type/ % of Cure Req'd SH 80% HOLD Client: Yes File: Yes Producer: Yes Others: AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: PANOS PROPERTIES, L.L.C. 6950 E. GREENLAKE NORTH, SUTIE 201 SEATTLE, WA Attn: STEVE PANOS 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 98034.6919 _Fax Tel (425) 820.4869 August 2, 1999 (425) 821-3914 9-91M- 12475 -V INTERNATIONAL GATEWAY PARK 12421 PACIFIC HIGHWAY SOUTH MI98 -0138 KEN SAM N/A N/A N/A Mix and Field Data Cast Date: 7/15/1999 Placement: SOUTHEND COCNRETE WALL OF DETENTION VAULT. Strength (Tc): Required : 4000 psi @ 28 Days Mix ID: 4852 Supplier: STONEWAY Load #: Truck *: 326 Ticket a: 717235 Plant 0: Batch Size: 9 YDS Water: 10 GAL Admixture: Time Batch Time: Sample Time: Finish Time: 14:05 14:55 15 :10 Contractor: Inspector: SATNAM SINGH Actual Specs. Slump (Inches) ASTM C -143: 4.5" 4" Air Content (1) ASTM C -231: N/A Unit Weight (pct) ASTM C -138: N/A Concrete Temp. ('F): 79 50-90 Ambient Temp. ('F): 69 Weather: CLOUDY N/A Remarks: CONCRETE WAS PLACED VIA PUMP AND CONSOLIDATED WITH VIBRATOR. REFERENCE REPORT #V8, SET 9. Test Result Actual Spec Date Age Nominal Area Compressive Strength Brk. Type/ % of ID 0 ID Date Recd Tested (days) Specimen Size (sq in) Os) (psi) Cunt Rsq'd 4009 A 7/16/1999 7/22/1999 7 6x12x0 28.28 108980 3780 CSH 95% B 7/16/1999 28 C 7/16/1999 28 D 7/18/1999 Break Types — (Cn) Cone, (Clip) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar t Reviewed By Distribution Client: Yes File: Yes Producer: Yes Others: HOLD °AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Kirkland, Washington, U.SA 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: September 10, 1999 Project No.: 8 -91 M- 12475 -V Project Name: International Corporate Gateway Park - Detention Vault Project Manager: 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 Laboratory Reports Sets 9, 12 -14, 16 08/25- 09/07/99 09/10/99 cc: Nelson- Bourdages, Inc. City of Tukwila Sabey Construction Field Office S:IWORDPROC1FINd Document Transmittab112000s1124754.wpd Attn: Robert Bourdages Attn: Permit #MI98 -0156, D99- 0151 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 Dab: 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 -6919 Tel (425) 820 -4669 Fax (425) 821-3914 September 7, 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 Field Data Cast Date: 7/9/1999 Placement: DETENTION VAULT Strength (f'c): Required : 4500 psi @ 28 Days Mix ID: 345143 Supplier: CADMAN Load M: Truck 9: 231 Ticket N: 12274 Plant 0: Batch Size: 8 YDS Water: 10 GAL Admixture: - Time Batch Time: 15:34 Sample Time: 16:30 Finish Time: 16:40 Contractor: Inspector: DAVID SELANDER Slump (Inches) ASTM C -143: Air Content (%) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ('F): Actual 4.5" 83 Ambient Temp. ( °F): 78 Weather: CLEAR Specs. 4t1" N/A N/A 50 -90 N/A Remarks: CONCRETE PLACED VIA PUMP TRUCK AND CONSOLIDATED BY VIBRATION. REFERENCE REPORT 0V7, SET 9. Test Result Spec Date ID N ID Date Rec'd Tested 3956 A 7/10/1999 7/16/1999 B 7/10/1999 C 7/10/1999 D 7/10/1999 8/6/1999 8/6/1999 9/3/1999 Age (days) 7 28 28 56 Nominal Specimen Size 6x12x0 6x12x0 6x12x0 6x12x0 Actual Area Compressive (sq In) (lbs) 28.28 28.25 28.25 28.30 99770 128850 122810 134760 Break Types — (Cn) Cone, (CSp) Cons - Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution CI es lie: Yes Producer: Yes Others: Strength Brk. Type/ % of (psi) Cure Rigid 3530 CSH 78% 4560 CSH 101% 4350 CSH 97% 4760 CSH 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 0: Protect 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 August 30, 1999 9 -91 M- 12475 -V INTERNATIONAL GATEWAY PARK 12421 PACIFIC HIGHWAY SOUTH MI98 -0138 KEN SARI N/A N/A N/A Mix and Field Data Cast Date: 7/14/1999 Contractor: Placement: BUILDING C - GRIDLINE "B" FROM 1" TO 4.5" LICONCRETE: NE ABOUT 18' - 0" HIGH ABOVE FOOTING. DETENTION VAULT EAST SIDEWALK FROM 32' - 0" TO 86' - 0" FROM SOUTHEAST CORNER OF THIS VAULT. FOOTINGS AT KUNE 7 AND 8 FRIM B TI B.2 APPROXIMATELY. Strength (Tc): Required : 4000 psi @ 28 Days Inspector: SATNAM SINGH Mix ID: 4852 Supplier: 4306 Load #: - Truck 0: 300 Ticket 0: 716881 Plant N: - Batch Size: 12 YDS Water: - Admixture: - Tlme Batch Time: Sample Time: Finish Time: 13:27 14:20 14 :35 Actual Specs. Slump (Inches) ASTM C -143: 4.75" 4" Air Content (%) ASTM C -231: N/A Unit Weight (pcf) ASTM C -138: N/A Concrete Temp. ('F): 75 50 -90 Ambient Temp. ( °F): 69 Weather: CLEAR N/A Remarks: CONCRETE WAS PLACED VIA AND MECHANICALLY CONSOLIDATED. REFERENCE REPORT 0V10, SET 12. Test Result Spec Date Age Actual Nominal Area Compressive Strength ID 0 ID Date Rec'd Tested (days) Specimen Size (sq in) (lbs) (psi) 3992 A B C D 7/15/1999 7/21/1999 7 7/15/1999 8/11/1999 28 7/15/1999 8/11/1999 28 7/15/1999 6x12x0 28.28 89940 3180 6x12x0 28.29 133560 4720 6x12x0 28.29 141160 4990 Break Types — (Cn) Cone, (CSp) Cone - Spilt, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Client: Yes File: Yes Producer: Yea Others: Brk. Type/ Cure SH CSP CSP HOLD % of Req'd 80% 118% 125% 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 ASTM-C39 Report Date: Project 1: 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 August 30, 199y F (425) 821 -3914 9.91 M- 12475 -V INTERNATIONAL GATEWAY PARK 12421 PACIFIC HIGHWAY SOUTH MI98 -0138 KEN SAHI N/A N/A N/A Mix and Field Data Cast Date 7/19/1999 Contractor: Placement: VAULT BAFFEL WALL - NO. 5 BAR 18" ON CENTER 8' TALL WALL ON NORTHWEST SIDE OF VAULT. Strength (fc): Required : 4500 psi c 28 Days Mix ID: 345143 Supplier: CADMAN Load 0: Truck 0: 212 Ticket 0: 15161 Plant A: - Batch Size: 10 YDS Water: 5 GAL Admixture: - Time Batch Time: 14:10 Sample Time: 14:40 Finish Time: 15:10 Inspector: PHIL FRYBERGER Actual Specs. Slump (inches) ASTM C -143: 4" 4" Air Content (%) ASTM C -231: N/A Unit Weight (pct) ASTM C -138: N/A Concrete Temp. ('F): 70 50-90 Ambient Temp. ('F): 75 Weather: SUNNY N/A Remarks: CONCRETE WAS PUMPED AND COSOLIDATED MECHANICALLY. REFERENCE REPORT #MV13, SET 13. Test Result Spec Date ID 0 ID Date Recd Tested 4084 7/20/1999 7/20/1999 A 7/20/1999 7/26/1999 B 7/20/1999 8/16/1999 C 7/20/1999 D 7/20/1999 Age (days) Actual Nominal Area Compressive Strength Brk. Type / % of Specimen Size (sq In) abs) (Pal) Cure Rigid 7 28 28 6x12x0 6x12x0 28.28 96990 28.32 118280 Break Types — (Cn) Cone, (Clip) Cone - Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Client: Yes Ile: Yes Producer: Yes Others:. 3430 SH 7 4110 CSH 9 •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 Oats: Project N: 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 -4889 Fax (425) 821 -3914 August 25, 1999 9-91M- 12475 -V INTERNATIONAL GATEWAY PARK 12421 PACIFIC HIGHWAY SOUTH MI98 -0138 KEN SARI N/A N/A N/A Mix and Field Data Cast Date: 7/15/1999 Contractor: Placement: SOUTHEND CONCRETE WALL OF DETENTION VAULT. Strength (fc): Required : 4000 psi @ 28 Days Time Inspector: SATNAM SINGH Mix ID: 4852 Supplier: STONEWAY Slump (Inches) ASTM C -143: Load 0: Air Content (%) ASTM C -231: Truck #: 326 Unit Weight (pcf) ASTM C -138: Ticket*: 717235 Concrete Temp. ( °F): Plant*: Batch Size: Water: Admixture: Batch Time: Sample Time: Finish Time: 9 YDS 10 GAL 14:05 14 :55 15:10 Actual 4.5" 79 Ambient Temp. ( °F): 69 Weather: CLOUDY Specs. 4" N/A N/A 50-90 N/A Remarks: CONCRETE WAS PLACED VIA PUMP AND CONSOLIDATED WITH VIBRATOR. REFERENCE REPORT #V11, SET 1ti Test Result ID # Spec Date Age ID Date Recd Tested (days) 4009 A 7/16/1999 7/22/1999 7 B 7/16/1999 8/12/1999 28 C 7/16/1999 8/12/1999 28 D 7/16/1999 Nominal Specimen Size 6x12x0 6x12x0 6x12x0 Actual Area Compressive Strength Brk. Type/ % of (sq In) ( /bs) (pal) Curs Req'd 28.28 108980 3780 CSH 95% 28.28 149820 5300 CSH 132% 28.28 147800 5230 CSP 131% HOLD Break Types — (Cn) Cone, (CSp) Cone - Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution I.• Client: Yes File: Yes Producer: Yes Others: 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 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 98034-6919 Tel (425) 820-4669 August 30, 199t1F (425) 821 -3914 9 -91M- 12475 -V INTERNATIONAL GATEWAY PARK 12421 PACIFIC HIGHWAY SOUTH MI98 -0138 KEN SAHI N/A N/A N/A Mix and Field Data Cast Date: 7/20/1999 Contractor: Placement: I. BUILDING C FOOTINGS ON LINE 2 AND C - II.SOUTHEAST END OF DETENTION VAULT. Strength (tc): Required : 4500 pal © 28 Days Inspector: SATNAM SINGH Mix ID: 345143 Supplier: CADMAN Load 0: Truck 0: Ticket 0: Plant 0: Batch Size: Water: Admixture: Time Batch Time: Sample Time: Finish Time: Slump (Inches) ASTM C -143: Air Content (%) ASTM C -231: 207 Unit Weight (pc?) ASTM C -138: 15590 Concrete Temp. ('F): 10 YDS 10 GAL 14 :00 15 :00 15 :10 Actual 4.5" 79 Specs. 4" N/A N/A 50-90 Ambient Temp. ('F): 76 N/A Weather: CLEAR AND SUNNY Remarks: SAMPLE "C" WILL BE TESTED AT 56 DAYS. CONCRETE WAS PLACED VIA PUMP AND MECHANICALLY CONSOLIDATED. REFERENCE REPORT 0V14, SET 16. Test Result Spec Date ID N ID Date Rec'd Tested 4060 A 7/21/1999 7/27/1999 B 7/21/1999 8/17/1999 C 7/21/1999 D 7/21/1999 Age (days) 7 28 56 Actual Nominal Area Compressive Strength Brk. Typal % of Specimen Size (sq in) (Ibs) (pal) Cure Req'd 6x12x0 28.28 106900 3780 CSH 84% 6x12x0 28.32 124820 4410 CSH 98% Break Types — (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Client: Yes File: Yes Producer: Yea Others: •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 S E P 2 3 1999 DEVELOPMENT Date: September 20, 1999 Project No.: 8-91M-12475-V Project Name: International Corporate Gateway Park - Detention Vault PrriactManaoer• Ken Sahi Permit No.: M198 -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 Reports Sets 13, 17 09/09- 09/14/99 09/20/99 cc: Nelson - Bourdages, Inc. City of Tukwila Sabey Construction Field Office S:IWORDPROCWIsId Document Transco tabN2000s112475 -V.wpd Attn: Robert Bo • - 3' s- Attn: Per t MI98 -0156, D99 -0151 Attn: Ma 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 #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: AGRA Earth 8 Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034.8918 Tel (425) 820-4669 September 14, 1(425) 821 -3914 9 -91M- 12475 -V INTERNATIONAL GATEWAY PARK - 12421 PACIFIC HIGHWAY SOUTH MI98-0138 KEN SAHI N/A N/A N/A Mix and Field Data Cast Date: 7/19/1999 Placement: VAULT BAFFE Strength (rc): Required Mix ID: 345143 Supplier: CADMAN Load #: - Truck #: 212 Ticket #: 15161 Plant #: - Batch Size: 10 YDS Water: 5 GAL Admixture: - Time Batch Time: Sample Time: Finish Time: 14:10 14 :40 15 :10 Contractor: ALL; 8' TALL WALL ON NORTHWEST SIDE OF VAULT. psi 28 Days Inspector: PHIL FRYBERGER Slump (inches) ASTM C -143: Air Content ( %) ASTM C -231: Unit Weight (pct) ASTM C -138: Concrete Temp. ( °F): Actua( 4" 70 Ambient Temp. ( °F): 75 Weather: SUNNY Saecs, 4" N/A N/A 50-90 N/A Remarks: SAMPLES "C" AND "0" WILL BE TESTED AT 56 DAYS. CONCRETE WAS PUMPED AND COSOLIDATED MECHANICALLY. REFERENCE REPORT #V13, SET 13, Test Result Spec ID # ID Date Age Date Rec'd Tested (days) Nominal Specimen Size Actual Area (sq in) Compressive Ps) Strength Brk. Type/ % of (Ps/) Cure Req'd 4064 7/20/1999 A 7/20/1999 7/26/1999 B 7/20/1999 8/16/1999 C 7/20/1999 D 7/20/1999 7 28 56 56 6x12x0 6x12x0 28.28 96990 28,32 116280 Break Types — (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution 1 -v /P,ARI Client: Yes File: Yes Producer: Yes Others; SH 76% CSH 91% 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 (425) 821-3914 September 9, 1999 9 -91 M- 12475 -V INTERNATIONAL GATEWAY PARK 12421 PACIFIC HIGHWAY SOUTH M198 -0138 KEN SAHI N/A N/A N/A • Mix and Field Data Cast Date: 8/11/99 Placement: NORTH END OF VAULT. Strength (fc): Required : 4000 psi © 28 Days Mix ID: 4852 Supplier: STONEWAY Load #: Truck #: 333 Ticket #: 722692 Plant #: Batch Size: 10 YDS Water: 10 GALS Admixture: - Time Batch Time: Sample Time: Finish Time: 6:23 6:55 7:00 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 75 Ambient Temp. ( °F): 64 Weather: CLOUDY Remarks: REFERENCE REPORT #V15, SET 17. Soecs, 5±1" N/A N/A 50-90 N/A Test Result Spec 1D # ID 4421 A B C D Date Age Date Rec'd Tested (days) 8/12/99 8/18/99 7 8/12/99 9/8/99 28 8/12/99 9/8/99 28 8/12/99 Nominal Specimen Size 6x12x0 6x12x0 6x12x0 Actual Area Compressive Strength Brk. Type/ % of (sq In) (lbs) (p11) Cure Recd 28.33 88430 3120 SH 78% 28.28 138570 4830 CSH 121% 28.28 132400 4680 CSH 117% HOLD Break Types — (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution •,ice° Client: Yes File: Yes Producer: Yes Others: 0 AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Kirkland, Washington, U.S.A. 98034-6918 Tel (425) 820.4689 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 6, 1999 Project No.: 8-91M-12475-V Project Name: International Corporate Gateway Park - Detention Vault Project Manager: Ke Sahi Permit No.: M19 Enclosed for your review and records are our most recent Daily Field Reports and associat • field correspondence pertaining to the above - referenced project. SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Laboratory Reports Sets 1 -3, 6 -7, 12 08/04/99 08/06/99 cc: Nelson- Bourdages, Inc. City of Tukwila Sabey Construction Field Office Attn: Robert Bourdages Attn: Permit #MI98- 0156, D99 -0151 Attn: Mark Velasquez 8:1WORDPROCWisid Doamant TnrrmIttW112000s112475•t4wpd AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: PANOS PROPERTIES, L.L.C. 6950 E. GREENLAKE NORTH, SUTIE 201 SEATTLE, WA Attn: STEVE PANOS Specimen Type: CONCRETE ASTM -C39 Report Date: Project #: Protect 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 -4669 August 4, 1999 (425) 821-3914 9 -91M- 12475 -V INTERNATIONAL GATEWAY PARK 12421 PACIFIC HIGHWAY SOUTH M198 -0138 KEN SAHI N/A N/A N/A Mix and Field Data Cast Date: Placement: Strength (fc): Time 6/28/1999 Contractor: DETENTION VAULT WESTSIDE WALL ABOUT 32' -0" SECTION FROM SOUTHWEST CORNER OF THE VAULT. Required : 4000 psi @ 28 Days Inspector: SATNAM SINGH Mix ID: 345143 Supplier: CADMAN Load #: Truck #: 144 Ticket #: 8539 Plant #: Batch Size: 9 YDS Water: - Admixture: - Batch Time: Sample Time: Finish Time: 14:48 15:50 18:05 Actual Specs. Slump (inches) ASTM C -143: 2.75" 4" Air Content ( %) ASTM C -231: N/A Unit Weight (pcf) ASTM C -138: N/A Concrete Temp. ( °F): 72 50-90 Ambient Temp. ('F): 60 Weather: CLOUDY N/A Remarks: CONCRETE WAS PLACED VIA PUMP AND MECHANICALLY CONSOLIDATED. REFERENCE REPORT #V1, SET 1. Test Result Spec ID # ID 3872 A B C D Date Age Date Rec'd Tested (days) 6/29/1999 7/5/1999 7 6/29/1999 7/26/1999 28 6/29/1999 7/26/1999 28 6/29/1999 Nominal Specimen Size 8x12x0 6x12x0 6x12x0 Actual Area Compressive Strength Brk. Type/ % of (sq In) (lbs) (psi Cure Req'd 28.28 146890 5190 CSP 130% 28.28 178630 6250 CSP 156% 28.28 178050 8300 CSH 157% HOLD Break Types — (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Client: Yes File: Yes Producer: Yes AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: PANOS PROPERTIES, L.L.C. 6950 E. GREENLAKE NORTH, SUTIE 201 SEATTLE, WA Attn: STEVE PANOS Specimen Type: CONCRETE ASTM -C39 Report Date: Project 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 _Fax (425) 820.4669 August 4, 1999 ax (425) 821.3914 9-91 M- 12475 -V INTERNATIONAL GATEWAY PARK 12421 PACIFIC HIGHWAY SOUTH M198 -0138 KEN SAHI N/A N/A N/A Mix and Field Data Cast Date: 6/29/1999 Contractor: Placement: WESTSIDE DETENTION VAULT FROM 66' TO 99' FROM SOUTHWEST CORNER. Strength (fc): Required : 4500 psi @ 28 Days Inspector: SATNAM SINGH Mix ID: 345143 Supplier: CADMAN Load #: Truck 0: 244 Ticket N: 8931 Plant 0: Batch Size: 10 YDS Water: - Admixture: Time Batch Time: 14:53 Sample Time: 15:30 Finish Time: 15:45 Slump (Inches) ASTM C -143: Air Content (%) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ('F): Actual 3.25" 72 Ambient Temp. (•F): 89 Weather: CLOUDY Remarks: REFERENCE REPORT 0V2, SET 2. Specs. 4" 5 N/A 50.90 N/A Test Result Spec Date Age Nominal ID 9 ID Date Rec'd Tested (days) Specimen Size 3882 A 6/30/1999 7/8/1999 7 6x12x0 B 6/30/1999 7/27/1999 28 6x12x0 C 6/30/1999 7/27/1999 28 6x12x0 D 6/30/1999 Actual Area Compressive Strength Brk. Type/ % of (sq In) (Ibs) (Psi) Cure Rigid 28,28 128310 4540 CSP 101% 28.28 161320 5700 CSP 127% 28.28 154930 5480 CSH 122% HOLD Break Types — (Cn) Cone, (CSp) Cone - Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution 1 Client: Yes File: Y s Producer: Yes Others: AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: PANOS PROPERTIES, L.L.C. 6950 E. GREENLAKE NORTH, SUTIE 201 SEATTLE, WA Attn: STEVE PANOS 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 98034.6919 Tel (425) 820 -4669 August 4, 199Sax (425) 821.3914 9-91 M- 12475 -V INTERNATIONAL GATEWAY PARK 12421 PACIFIC HIGHWAY SOUTH MI98 -0138 KEN SAHI N/A N/A N/A Mix and Field Data Cast Date: 6/29/1999 Contractor: Placement: UPPER TOP PORTION OF DETENTION VAULT WALL AND COLUMN OF BUILDING B 5, 6, 7. Strength (fc): Required : 6000 psi @ 28 Days Inspector: SATNAM SINGH Mix ID: 741098 Supplier: CADMAN, INC. Load *: Truck *: 221 Ticket*: 8944 Plant*: - Batch Size: 10 YDS Water: - Admixture: - Time Batch Time: 15:10 Sample Time: 16:10 Finish Time: 16:25 Slump (Inches) ASTM C -143: Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ( °F): Actual 6.75" 74 Ambient Temp. ( °F): 69 Weather: CLOUDY Remarks: REFERENCE REPORT *V2, SET 3. Specs. 7" N/A N/A 50 -90 N/A Test Result Spec ID * ID 3884 A B C D Date Age Date Recd Tested (days) 6/30/1999 7/6/1999 7 6/30/1999 7/27/1999 28 6/30/1999 7/27/1999 28 6/30/1999 Nominal Specimen Size 6x12x0 6x12x0 6x12x0 Actual Area Compressive Strength (sq in) (lba) ' (pal) 28.28 155000 5480 28.28 183620 6490 28.28 185880 6570 Break Types — (Cn) Cone, (CSp) Cone Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By (7 Distribution Client: 2(/‘, Yes File: 88 Producer: Yes Others: Brk. Type/ % of Cure Req'd CSH 91% CSP 108% CSP 110% HOLD AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: PANOS PROPERTIES, L.L.C. 6950 E. GREENLAKE NORTH, SUTIE 201 SEATTLE, WA Attn: STEVE PANOS 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 98034-6919 Tel (425) 820 -4669 August 4, 199 _Fax (425) 821.3914 9 -91 M- 12475 -V INTERNATIONAL GATEWAY PARK 12421 PACIFIC HIGHWAY SOUTH MI98 -0138 KEN SARI N/A N/A N/A Mix and Field Data Cast Date: 7/12/1999 Placement: RETENTION VAULT WALL NORTHEAST END. Strength (fc): Required : 3000 psi © 28 Days Mix ID: 4852 Supplier: STONEWAY Load 0: Truck N: 413 Ticket 0: 716369 Plant 0: Batch Size: 10 YDS Water: Admixture: Time Batch Time: Sample Time: 14:20 Finish Time: Contractor: Inspector: WILLIAM SANDES Actual Specs. Slump (inches) ASTM C -143: 4.5" 4±1" Air Content (%) ASTM C -231: N/A Unit Weight (pcf) ASTM C -138: N/A Concrete Temp. ('F): 73 50 -90 Ambient Temp. ('9: 72 Weather: CLEAR 13:10 Remarks: CONCRETE WAS PLACED VIA PUMP AND MECHANICALLY CONSOLIDATED. REFERENCE REPORT #V5, SET 6. N/A Test Result ID N - -^ 3965 Spec ID Date Rec'd 7/13/1999 A 7/13/1999 B 7/13/1999 C 7/13/1999 D 7/13/1999 Actual Date Age Nominal Area Compressive Strength Brk. Type/ % of _Tested (days) _ Specimen Size_ Om in) _ abs) (psi) Cure Rigid 7/19/1999 7 6x12x0 28 28 28,28 93820 Break Types -- (Cn) Cone, (CSp) Cone - Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution •.fj Client: Yes File: Yes Producer: Yes Others: 3320 SH 111% HOLD 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 Date: Project N: Protect 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 -4669 p August 4, 1999 (425) 821.3914 9-91 M- 12475 -V INTERNATIONAL GATEWAY PARK 12421 PACIFIC HIGHWAY SOUTH MI98 -0138 KEN SAHI N/A N/A N/A Mix and field Data Cast Date: 7/13/1999 Contractor: Placement: EAST WALL OF DETENTION VAULT 4TH PANEL FROM NORTH. Strength (rc): Required : 3000 psi la 28 Days Mix ID: 4852 Supplier: STONEWAY Load N: - Truck N: 368 Ticket0: 716613 Plant N: - Batch Size: 9 YDS Water: 10 Admixture: - Time Batch Time: 14 :20 Sample Time: 14:50 Finish Time: 15:15 Inspector: LISA ROSS Actual Slump (inches) ASTM C -143: 5" 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): 74 N/A Weather: 80 DEGREES / SUNNY Remarks: CONCRETE PLACED VIA PUMP AND MECHANICALLY CONSOLIDATED. REFERENCE REPORT #V6, SET 7. Test Result Spec ID N ID 3970 A B C D Date Recd 7/14/1999 7/14/1999 7/14/1999 7/14/1999 Date Tested 7/20/1999 Age (days) 7 28 28 Nominal Specimen Size 6x12x0 Actual Area (eq in) 28.28 Compressive (/ba) 85930 Break Types — (Cn) Cone, (CSp) Cone .Split, (CSh) Cone Shear, (8h) Shear, (Co) Columnar Reviewed By Distribution Client: Yes . File: Yes V Producer: Yes Othe Strength Brk. Type/ 96 of (psi) Cure Req'd 3040 CSH 101% HOLD AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: PANOS PROPERTIES, L.L.C. 6950 E. GREENLAKE NORTH, SUTIE 201 SEATTLE, WA Attn: STEVE PANOS900s3b18602T 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 98034.6919 Tel (425) 820 -4669 Fax August 4, 1991 (425) 821 -3914 9 -91 M- 12475 -V INTERNATIONAL GATEWAY PARK 12421 PACIFIC HIGHWAY SOUTH MI98 -0138 KEN SAHI N/A N/A N/A Mix and Field Data Cast Date: 7/20/1999 Contractor: Placement: I. BUILDING C FOOTINGS ON LINE 2 AND C - II.SOUTHEAST END OF DETENTION VAULT. Strength (fc): Required : 4500 psi 28 Days Inspector: SATNAM SINGH Mix ID: 345143 Supplier: CADMAN Load 0: Truck #: 207 Ticket 0: 15590 Plant N: - Batch Size: 10 YDS Water: 10 GAL Admixture: Time Batch Time: 14:00 Sample Time: 15 :00 Finish Tins: 15:10 Slump (Inches) ASTM C -143: Air Content (%) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ('F): Actual 4.5" 79 Ambient Temp. ('F): 76 Midair CLEAR AND SUNNY Specs. 4" N/A N/A 50 -90 N/A Remarks: CONCRETE WAS PLACED VIA PUMP AND MECHANICALLY CONSOLIDATED. REFERENCE REPORT ttV11, SET 12. Test Result Spec Date ID 0 ID Date Rec'd Tested 4060 A 7/21/1999 7/27/1999 B 7/21/1999 C 7/21/1999 D 7/21/1999 Age Nominal (days) Specimen Size 7 6x12x0 28 28 Actual Area Compressive Strength Brk. Type /, % of (sq in) (lbs) (psi) Cure Rigid 28.28 106900 3780 CSH 84% Break Types — (Cn) Cone, (CSp) Cone Split, (CU) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Client: Yes Flit: Yes AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Kirkland, Washington, U.S.A. 98034.6918 Tel (425) 820 -4689 Fax (425) 821-3914 To: Sabey Construction, Inc. 101 Elliot Avenue W. Suite 400 Seattle, Washington 98119 Attn: Mark Velasquez CIT RECEIVED UKWI FIELD DOCUIAVIMVANSMITTALI PERMIT CENTER Date: October 8, 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 Reports Sets 13, 16 09/15/99 10/08/99 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 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 -6919 Tel (425) 820-4669 Fax (425) 821-3914 September 15, 1999 9 -91M- 12475 -V INTERNATIONAL GATEWAY PARK 12421 PACIFIC HIGHWAY SOUTH MI98 -0138 KEN SAHI N/A N/A N/A Mix and Field Data Cast Date: 7/19/99 Contractor: Placement: VAULT BAFFEL WALL; 8' TALL WALL ON NORTHWEST SIDE OF VAULT, Strength (f'c): Required : 4500 psi © 28 Days Mix ID: 345143 Supplier: CADMAN Load #: Truck #: 212 Ticket #: 15161 Plant #: - Batch Size: 10 YDS Water: 5 GAL Admixture: Time Batch Time: 14 :10 Sample Time: 14:40 Finish Time: 15:10 Inspector: PHIL FRYBERGER Actua Specs. Slump (inches) ASTM C -143: 4" 4" Air Content ( %) ASTM C -231: N/A Unit Weight (pcf) ASTM C -138: N/A Concrete Temp. ( °F): 70 50 -90 Ambient Temp. ( °F): 75 Weather: SUNNY N/A Remarks: SAMPLES "C" AND "D" WILL BE TESTED AT 56 DAYS. CONCRETE WAS PUMPED AND COSOLIDATED MECHANICALLY, REFERENCE REPORT #V13, SET 13. Test Result Spec ID # ID 4064 A B C D Date Age Date Rec'd Tested (days) 7/20/99 7/20/99 7/26/99 7 6x12x0 7/20/99 8/16/99 28 6x12x0 7/20/99 9/13/99 56 6x12x0 7/20/99 9/13/99 56 6x12x0 Actual Nominal Area Specimen Size (sq in) Compressive (lbs) Strength Brk. Type/ % of (psi) Cure Req'd 28.28 28.32 28.27 28.27 96990 116280 130470 126920 Break Types -- (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Revle -' ° a ■ Distribution Client: s es Producer: Yes Others: 3430 4110 4620 4490 SH 76% CSH 91% CSH 103% CSH 100% 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 #: 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 -4669 Fax 425) 821.3914 September 15, 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 Field Data Cast Date: 7/20/99 Contractor: Placement: I. BUILDING C FOOTINGS ON LINE 2 AND C - II.SOUTHEAST END OF DETENTION VAULT. Strength (fc): Required : 4500 psi @ 28 Days Inspector: SATNAM SINGH Mix ID: 345143 Supplier: CADMAN Load #: Truck #: 207 Ticket #: 15590 Plant #: - Batch Size: 10 YDS Water: 10 GAL Admixture: - Time Batch Time: Sample Time: Finish Time: 14:00 15:00 15 :10 Actual Specs. Slump (inches) ASTM C -143: 4.5" 4" Air Content ( %) ASTM C -231: N/A Unit Weight (pcf) ASTM C -138: N/A Concrete Temp. ( °F): 79 50 -90 Ambient Temp. ( °F): 76 Weather: CLEAR AND SUNNY N/A Remarks: SAMPLE "C" WILL BE TESTED AT 56 DAYS. CONCRETE WAS PLACED VIA PUMP AND MECHANICALLY CONSOLIDATED. REFERENCE REPORT #V14, SET 16. Test Result Spec ID # ID 4060 A B C D Date Age Date Rec'd Tested (days) 7/21/99 7/27/99 7 7/21/99 8/17/99 28 7/21/99 9/14/99 56 7/21/99 Nominal Specimen Size 6x12x0 6x12x0 6x12x0 Actual Area Compressive Strength Brk. Type/ % of (sq in) (Ibs) (psi Cure Req'd 28.28 106900 3780 CSH 84% 28.32 124820 4410 CSH . 98% 28.29 132880 4700 CSH 104% HOLD Break Types -- (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Client: Yes Producer: Yes Others: 411, AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Kirkland, Washington, U.S.A. 980344918 Tel (425) 820-4889 Fax (425) 821-3014 FIELD DOCUMENT TRANSMITTAL To: Sabey Construction, Inc. 101 Elliot Avenue W. Suite 400 Seattle, Washington 98119 Attn: Mark Velasquez ! , Date: August 20, 1999 Project No.: 8-91M-12475-V Project Name: International Corporate Gateway Park - Detention Vault Project Manager: Permit No. 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 V-15 Set 10, 11, 14 08/11/99 08/13-08/16/99 08/20/99 08/20/99 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 DAILY FIELD REPORT PROJECT NAME —L i.. o.7 / ,n, e..`.. Q. / , coG c ' ! - v .. /i .77/,44 PROJECT NO. -/2 Y7S'- lit PERMIT NO. /f/S'F1 -0 /3F- WWEEATTHHEER `'-'— /C. r � � REPORT NO. V- is— DATE 1S��iP PAGE pnduOes Test Reports) / OF a ADDRESS /yzi / t/„ S T,4.. /4 X70 /ice• ,' v C" -5 /C / 47. 37 .1•AG X- X. / 9 / /G. / 1 /. CLIENT <4r / LS S.2 7 !%G O • , r_.).+ c.1.---1<- =.o CJ:-r As C4 Tr C G�/ Cam, ' /r Iv b .-... , ,x,,t „....--,1Lj,e 2.6" T, -.'_. / ,5"... 6--e /2 " 7s A c,'/ 4, , -4 o c' c... (4 Le G,.• • /7 ,...././ 7'27 c 3 /. STRUCTURA IN /lam / ev 4 C.-.0 �r /�JehS, _ 4—E G / Jc.. /` ... e, Y.S L ✓'4 !L'. `7!J ' c / G7L, 744.S Ci / s• • AGRA PROJECT MANNAAGERIPHONE NO. ABC., s ,l• 5??J - '2c.) -ifCC-i� ARCHITECT SAMPLES OBTAINED (NO./SIZE/TYPE) - 6- /2 1/ may/ (549e- AGRA FIELD REPRESENTATIVE/PAGER NO. CONTRACTOR S9.�e✓ 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 TYPE OF INSPECTION L$NEV11 INSPECTION �/� ❑ RE•INSPECTION COMMENTS / � �. ;lQe cr % 'a. c.) /' J /U ///J c144`....1 [.r ej c� a J. 1.4 S S f.l �_ ( G t., G l r c is ti;! 1, / ar .-.._: -tom /ed .17 A.s,,,, -o.� eco.f 9 ,c:, /eh7 Jr loci // 4.45/4'.:. J /fa -e_rs71 s- •/ u7 ‘..' 7e/j, G _, ✓ . U 7?---1 /.,JLiGc: !� c-/ *IC •ii'.=/ /��. 7,� �Oni:/t �6-4._" ---eH /GAS 7‹.4. /(i ^J X70 /ice• ,' v C" -5 /C / 47. 37 .1•AG X- X. / 9 / /G. / 1 /. /°-t/ n 7C G',il' i ties. L't_ Lem ^S 1FeG / C/�e �L/..y, 7` /,.e/ f� �TDneG✓^jam Cdnc • / LS S.2 7 !%G O • , r_.).+ c.1.---1<- =.o CJ:-r As C4 Tr C G�/ Cam, ' /r Iv b .-... , ,x,,t „....--,1Lj,e 2.6" T, -.'_. / ,5"... 6--e /2 " 7s A c,'/ 4, , -4 o c' c... (4 Le G,.• • /7 ,...././ 7'27 c 3 /. vU.i � J 6".J. . / v:, T/ , w.- a � i-, c v :. t":i.., sN C� 1 .. i' >( .�( Ic 4 . -- /lam / ev 4 C.-.0 �r /�JehS, _ 4—E G / Jc.. /` ... e, Y.S L ✓'4 !L'. `7!J ' c / G7L, 744.S Ci / s• • SAMPLES OBTAINED (NO./SIZE/TYPE) - 6- /2 1/ may/ (549e- 0 , 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 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. AG19372 (Rev.699) 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 - 1 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 1'4 -6,7 o.,, / G: w G/C/ Zit ?•`;:., /,_ br.,l /- PROJECT NO. Fi/A4 72Y7r- v REPORT NO. /- 7S y„, /12r / /. f" t /T / ,S PAGE (includesTest Reports) 2— OF G DATE V0j FIELD DATA BATCH DATA SUPPLIER �Tc e_t� TYPE OF CEMENT MIX NUMBER l'F.-5-_2. WEIGHTS PERYARD DESIGN ACTUAL TICKET NUMBER '7226 -, CEMENT (LBS.) TRUCK NUMBER 33 3 FLY ASH (LBS.) BATCH SIZE, YD' /Cj COARSE AGG. (LBS.) TOTAL PLACED 0Z OF YDS3 COARSE AGG. (LBS.) WATER ADDED, GALS. /O COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. /0 FINE AGG. (LBS.) DRUM REVOLUTIONS WATER (LBS.) BATCH TIME 4-:•.2 3 AIR ENTRAINMENT SAMPLE TIME 6-, s -,s-- ADMIXTURE NO. 1 FINISH TIME `7..vv ADMIXTURE NO. 2 SAMPLE AND TEST DATA SAMPLE SET / OF / �/ � LABORATORY SET # \ ./ I.D. 4-1- SAMPLE LOCATION: w/ L/ / //_ �vU %C oN C J 4�,c// DESIGN STRENGTH 9'v PSI ®G 1 AYS 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) /- 7 z -z / -, SLUMP (ASTM C -143) 5 " SPECIMEN (NO./SIZE/TYPE) l/ G,r./ '' 0/.1 �// AIR CONT. (ASTM C -1731C -231) AMBIENT TEMP. °F S, .?b gr DATE SAMPLED DATE RECEIVED 7//2 SAMPLE TEMP. (ASTM C -1064) S-Q . F p % 5`-� CURING CONDITIONS ✓c ./r. / 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 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, without written permission of AGRA Earth and Environmental, Inc. A(319378 (Rev.8'99) AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: PANOS PROPERTIES, L.L.C. 6950 E. GREENLAKE NORTH, SUTIE 201 SEATTLE, WA Attn: STEVE PANOS Specimen Type: CONCRETE ASTM -C39 Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: AGRA Earth 8 Environmental, Inc. 11335 NE 122nd Way Sulte 100 Kirkland, Washington USA 98034.6918 Tel (425) 820 -4889 Fax (425) 821 -3914 August 13, 1999 9-91M-12475-V INTERNATIONAL GATEWAY PARK 12421 PACIFIC HIGHWAY SOUTH MI98 -0138 KEN SAHI N/A N/A N/A Mix and Field Data Cast Date: 7/12/99 Placement: RETENTION VAULT WALL NORTHEAST END. Strength (fc): Required : 3000 psi @ 28 Days Mix ID: 4852 Supplier: STONEWAY Load #: Truck #: 413 Ticket #: 716369 Plant #: Batch Size: 10 YDS Water: Admixture: Time Batch Time: Sample Time: 14 :20 Finish Time: Contractor: Inspector: WILLIAM SANDES Actual Specs. Slump (Inches) ASTM C -143: 4.5" 4±1" Air Content ( %) ASTM C -231: N/A Unit Weight (pcf) ASTM C -138: N/A Concrete Temp. ( °F): 73 50 -90 Ambient Temp. ( °F): 72 Weather: CLEAR 13:10 Remarks: CONCRETE WAS PLACED VIA PUMP AND MECHANICALLY CONSOLIDATED. REFERENCE REPORT #V8, SET 10. N/A Test Result Spec ID # ID Date Rec'd Tested (days) 3965 7/13/99 A 7/13/99 7/19/99 7 B 7/13/99 8/9/99 28 C 7/13/99 8/9/99 28 D 7/13/99 Date Age Nominal Specimen Size Actual Area (sq in) Compressive (Ms) Strength Brk. Type/ % of (psi) Cure Req'd 6x12x0 6x12x0 6x12x0 28.28 28.28 28.28 93820 144040 149830 Break Types -- (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution •_s� Client: Yes File: Yes Producer: Yes Others: 3320 5090 5300 SH CSP CSP HOLD AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: PANOS PROPERTIES, L.L.C. 6950 E. GREENLAKE NORTH, SUTIE 201 SEATTLE, WA Attn: STEVE PANOS 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 -4689 Fax (425) 821 -3914 August 13, 1999 9 -91M- 12475 -V INTERNATIONAL GATEWAY PARK 12421 PACIFIC HIGHWAY SOUTH MI98 -0138 KEN SARI N/A N/A N/A Mix and Field Data Cast Date: 7/13/99 Contractor: Placement: EAST WALL OF DETENTION VAULT 4TH PANEL FROM NORTH. Strength (Pc): Required : 3000 psi © 28 Days Mix ID: 4852 Supplier: STONEWAY Load #: Truck #: 368 Ticket #: 716613 Plant #: Batch Size: 9 YDS Water: 10 Admixture: - Time Batch Time: 14 :20 Sample Time: 14:50 Finish Time: 15 :15 Inspector: LISA ROSS Slump (Inches) ASTM C -143: Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ( °F): Actual 5" 70 Specs. 4±1" N/A N/A 50 -90 Ambient Temp. ( °F): 74 N/A Weather: 80 DEGREES / SUNNY Remarks: CONCRETE PLACED VIA PUMP AND MECHANICALLY CONSOLIDATED. REFERENCE REPORT #V9, SET 11. Test Result Spec ID # ID 3970 A B C D Date Age Date Rec'd Tested (days) 7/14/99 7/20/99 7 7/14/99 8/10/99 28 7/14/99 8/10/99 28 7/14/99 Nominal Specimen Size 6x12x0 6x12x0 6x12x0 Actual Area (sq in) 28.28 28.29 28.29 Compressive (lbs) 85930 140880 139560 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) 3040 4980 4930 Cure Roq'd CSH CSH CSH HOLD 101% 166% 164% 1 AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: PANOS PROPERTIES, L.L.C. 6950 E. GREENLAKE NORTH, SUTIE 201 SEATTLE, WA Attn: STEVE PANOS Specimen Type: CONCRETE ASTM -C39 Report Date: Protect #: 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) 820.4889 Fax (425) 821 -3914 August 16, 1999 9 -91M- 12475 -V INTERNATIONAL GATEWAY PARK 12421 PACIFIC HIGHWAY SOUTH MI98 -0138 KEN SAHI N/A N/A N/A Mix and Field Data Cast Date: 7/16/99 Contractor: Placement: 10" CONCRETE WALL OF DETENTION VAULT AT EAST WALL 32' - 0" LONG FROM SOUTHEAST CORNER TO NORTH. Strength (f'c): Required : 4000 psi © 28 Days Mix ID: 4852 Supplier: STONEWAY Load #: - Truck #: 420 Ticket #: 717479 Plant #: - Batch Size: 10 YDS Water: - Admlxture: - Time Batch Time: 14:00 Sample Time: 15 :05 Finish Time: 15:15 Inspector: SATNAM SINGH Slump (Inches) ASTM C -143: Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ( °F): Actual. 3.75" 74 Ambient Temp. ( °F): 69 Weather: CLOUDY Specs, 4" N/A N/A 50 -90 N/A Remarks: CONCRETE WAS PLACED VIA PUMP AND MECHANICALLY CONSOLIDATED. REFERENCE REPORT #V12, SET 14. Test Result Spec ID # ID 4027 A B C D Date Age Date Rec'd Tested (days) 7/17/99 7/23/99 7 7/17/99 8/13/99 28 7/17/99 8/13/99 28 7/17/99 Nominal Specimen Size 6x12x0 6x12x0 6x12x0 Actual Area Compressive Strength Brk. Type/ % of (sq In) (Ms) (p81) Cure Req'd 28,28 110870 3920 CSH 98% 28.28 160860 5690 CSP 142% 28.28 157040 5550 CSP 139% 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: 09/28/98 MON 16:49 FAX 206 2(1 0920 Saber Construction (-71) Cj 001 SABEY CORPORATION 101 Elliott Avenue West, Suite 330, Seat tl'e, WA 98119 (206) 281 -8700 FACSIMILE TRANSMITTAL DATE /TIME : 4'1iO4/1 ORIGINAL TO FOLLOW: No ✓ Yes, by sail Overnight Delivery Messenger_____ TO: " FIRM: FAX NO. : Oro) 4't- 3 'b PHONE NO , : (14P4) 433 -01'11 FROM: G1R3J1t 1. -K Number of pages, including this cover sheet: Transmitting from fax no. (206)282 -9951 Call x 7 at 281-8700 if you do not receive al]. pages. Message: Al. .a0 sitoz- JJS RECEIVED SEP 2 9 1998 E'ut3L C WORKS L,. r •r This facsimile communication is intended only for the use of the individual or entity to which it is addressed end may contain information that is privileged and confidential. If the reader of this cover pt.re is not the addressee, or the employee or agent of the addressee, please be advised that any dissemination, distribution, o: copyinz of this communication is strictly prohibited. Ie you receive this facsimile it error, please ratify us immediately by telephone and mail this facsimile to us at the above address, Than% ��:, forms /Gi_. :. Errs 07/2]/95 A Ci :)MMF. ' V_ RcA; ESTATE CC) :,'p;1':t 09/28/98 MON 16 :49 FAX 206 2 - 0920 t7D/ YDJ 177D 10:117 4ZUPZt7 9 Sabey Construction �- NtL50N_BOURDA� • A Li 11002 I-A(aE. 02 NELSON•BOURDAC S Con.ultins 6nsineera a Division efp.KIenu,.rO.aljn Group, Inc. 3 t7 Slit Sift South. Suite 202 • Kithland, WA 9!022 VIM 027•5995 • FAX (4251926-4850 Wilda by S. .ct/Jc G dart! 5?$ -61R JobTO. 960/7 Sheer No. w� Ex % Dire poescri tlon P wA'rE :,ate �% Job Name /n/9.. f i /c..- 0/ E 1 11 L-T adored.._ CLOSURE RECEIVED SEP 2 9 1998 TUKWILA PUBLIC WORKS 14 4 rAT 12' Q /Ski AT10 D.0 "'ATVs F7REE 8A DRAINING FM DRAIN. cower TO MIRE CISCIINIGE sfsitil RU( ro ors 2'CLR 111) JO POOL DIV Z,o,tr'4 Joie s '¢y. /' AV0WeAmsiagA, ■1•7" 70F of w, 7Yi , JATVc 1...enA'roes A7- 00414- sla.,d J 7Ye worm Sim SLAP 1i AT it CIA EA WAY. TOP di OW DETAIL AT 1 SUMP City of Tukwila Department of Public Works John W. Rants, Mayor PUBLIC WORKS DEPARTMENT COMMENTS DATE: August 13, 1998 PROJECT NAME: Ross A. Earrtst, P. E., Director Pacific View Office Park (Underground Detention Vault) PERMIT NUMBER: MI98 -0138 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179 if you have any questions regarding the following comments. 1. Please include civil site plans showing detention vault location and section. 2. Specify how deep is the vault and the sump. 3. Specify MH access risers, access lid and access ladder. 4. Refer to King County Surface Water Design manual chapter 4.4.6 and 4.6.2 for underground detention vault design criteria. 5. Submit soils engineering design and recommendations for sub -base placement. What is the depth of the ground water table, are the buoyancy calcs required due to possible uplift. 6. Is mira drain required along the outside walls of the vault and /or filter fabric around the footing drains. STRUCTURAL CALCULATIONS Detention Vault For: PACIFIC VIEW OFFICE PARK Tukwila, WA July 16, 1998 NB JOB 98019 Pages SV -1 through SV -10 EXPIRES OCTOBER 24 NELSON- 13OURDAGES a Division of Poggemeyer Design Group, Inc, 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (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 S,,P, bdte —JG___ Date Jo. No, il3a/_ Sheet No, sit, _ / Checked by Description Job Name G /F /G 6r10 ©FF /eE PK kC -- /L,1 2 G V ,4'r' 7 " ©G, In 7 0 A-T' e "o,c, �'o w f /3 o = 82 -Sps/- 5 - / o A / 1 - 0 = /5-0 Psi 2c) /G?o /544 D _ 03-6 .11c. j.3 Vic) -, (y)::'7j s )('3'-) T 14.,o 305' 3 /e13 = &o'1/' )('!) � 2/3 ) 715 Y/3/ ) = 17 05 . /oy A,4-507-0 v /uflLE.IT J //_ ;4$ %'! d --- Use 7vsFT- `} hy 2Z, S k d =7 %Z = /2- "1° Qr� ,oa83 ^1 _ 0,747 4 #6 /4-T7 ('2PI3)2 t 283 X , 7/5)(/Y2)//3)/ /,7 C -5:41 775 ) 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 'S,, . Bute 7-JG-98 Jo• No. 98011 Checked by Date Sheet No. Sv_ Description W .0�,e4/26V/t/Q V/i -f;/LT Job Name Ail-C— /FYG /-1,U (• /f),X /G A% w/7 L1_ F7oT ?NG E -s /G/11 FYI /O Ce>44— ARC r Yo / L /51,e /N/ / Lott/ S, 6, = 70 Ks 4- jz'/ , e ' -sr pL44,k5 P // s t?,.. .172 25-0 J°$4 11- SQL./ ti,1- ..ErIT. 1i4,6F L 7/1P cyEK �8 0 s -f3. %3 fi -74-0 2 3,3 LSO L-o fl-D / NG 614 -2 )L.13, 3 �� r-'k 40.4-Z1, X /3 ! o i- /,e y W= 7 1,S3 o/( / G2.6 6 s ,x.4,1 Use . 22o (Ai/ OCT: FTtib old NELSON — BOURDAGES, ..v,, P, S, Consulting Engineers 512 8th Street South Suite 202 • Kirkland TA' 98033 (425) 827.5995 • FAX (425) 828 -4850 3obllame�ff��G /L U' tj AFy/ :OE )c p4 < Made by 7- lG -fig Checked by Description Date r� U4OE�4 Rev vi) lob Na so/ Sheet Na 5 v l/`LT Z�r 1,5'1 9../Are ON me -Avid . • v Flo v1(Oi's /. av A Coil W1 ALP . • 615NOP- w fru• r�- ., • rat 1(o Lr1(4- 4 -1O /ivy ... 43?a, { t 4,33)< 'Z CI'' ?,,1 t r) 1 Ll. "r 1;4' ¶L. (. t 1, 1v'' 4 `, e?t ezole2, 1\ lo J •Z (l ( S7 wv eV L-1 \) Lo AO) Gk '1 1.4 ic;.7Opc4 4,3 ' i. �,� ISby- I.3'. ?h. 1■ �'?.D�'2 2�(��� - Dr/OZ. iCrrht. 4 a 3 1.10 NELSON•EOURDAGBS, INC., P.S. Consulting Engine *rs S12 Sixth Street South, Suite 202 • Kirkland, WA 98023 (425) 827.5995 • FAX (425) 828.2150 Madt by ,�V nlk :t 90 ` b No•o d ble !d by Dote - � ? �V S eet No. l'U-'� /t4 iLT DCStri ion /4 4LJt 10 Pi1 Gig 4G U az: z . ,� ,81etak A_L4: , . V rat 1(o Lr1(4- 4 -1O /ivy ... 43?a, { t 4,33)< 'Z CI'' ?,,1 t r) 1 Ll. "r 1;4' ¶L. (. t 1, 1v'' 4 `, e?t ezole2, 1\ lo J •Z (l ( S7 wv eV L-1 \) Lo AO) Gk '1 1.4 ic;.7Opc4 4,3 ' i. �,� ISby- I.3'. ?h. 1■ �'?.D�'2 2�(��� - Dr/OZ. iCrrht. 4 a 3 1.10 1.15j CONCRETE TECHNOLOGY CCU RPORATION DIMENSIONS FOR DETAILING 12" HOLLOW CORE SLAB SPAN -LOAD TABLE (4' -0" Nominal Width) ALLOWABLE SUPERIMPOSED LOAD in pounds per square foot Effective Prestress No. of 1/2" o SIMPLE SPAN in feet 24 28 32 - 36 - 40 44 48 52 56 (KIPS) STRANDS 70.7 3 127 76 43 21 77.7 4 190 122 79 49 27 101.3 5 251 167 113 76 48 26 124.8 6 312 212 147 100 66 41 22* 148.4 7 372 252 175 122 84 56 35 172.0 8 421 289 203 144 102 71 47 29* 195.5 9 466' 322 228 164 118 84 58 38 22* 219.1 10 498' 355 254 184 134 97 69 48 30` 242.7 11 5271 388' 279 204 150 111 81 57 39" SECTION PROPERTIES (with shear keys grouted) A = 289 in2 I = 5270 in4 Zt = 878 in3 Yt =6.00 in Zb = 878 in3 Yb = 6.00 in w = 77 psf 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 Toad. See page 2, "SHEAR" for discussion. 2. Asterisk (') following values In the table indicate that the total deflection under all loads is greater than U360 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. • GEOTECH CONSULTANTS, INC. Memo To: Company: Address: RE: Haynes Lund Sabey Corporation 101 Elliott Avenue West, Suite 330 SRnttiP, WaShinginn 98119.4220 13256 NE 20th Street, Suite 16 Bell.evne, WA 98005 (425) 747 -5618 .FAX 747 -8561 JN: 98063 Front Marc R. McGinnis Date: June 9, 1998 FAX: (206) 281.0920 V)�,c.:- ?1r::;. Phone: (206)2814200 AddiUonal Considerations for Wall and Foundation Design Pacific View Office Park Tukwila, Washington This memo is an addendum to our March 16, 1996 geotechnical engineering study. The following items are addressed by this addendum: • Reuse of on -site soils as structural fill, • Recommended foundation typee for the three buildings following tho rocontly- conducted supplemental test pits. • Design parameters and backfill considerations for the permanent building walls, As we have discussed in our meetings, the on -site soils could be reused as structural fill on a very Ilrltilad basis, The tine- grained silt soils, which will constitute most of the excavated material, must be molsture•condltioned, then be compacted In thin layers using a sheepsfoot roller to achieve 95 to 90 percent compaction. If these soils are treated with kiln dust or cement to aid with moisture conditioning and to add compressive strength, they can be used as structural fill beneath pavements. These soils should not be used beneath foundations, as compaction results can be variable. Where the treated soils are used for backfill of foundation walls, at least 3 feet of free - draining gravel should be placed against the walls, The on -site soils cannot be used for geogrid- reinforced fill walls, regardless of whether or not they are treated with kiln dust or cement, Attached are copies of the footprints of the three buildings (labeled A to C from south to north) On these plans are approximate locations of the test pits and borings that have been conducted, and the estimated elevations of dense or hard Dearing sons at each location. Where the bearing 16 noted to be below an elevation, this is the lowest elevation explored at that location, and suitable hearing soils were not encountered. Augercest concrete piers will likely he needed for the northeastern portion of Building A and the southeastem portion of Building B. The explorations in these areas found deep fill extending at least 40. feet below the planned footing grades. This depth is excessive for overexcavalion and structural fill, The extent of the actual extent of the pierad sections can only be determined accurately at the time of building excavation. At least a portion of each of the woctorn ovtencione of the buildings, west of the becomont floors, will need to bo oupportod on piorc, or on doop ovoroxcavoted trenohoa backf llod with loon concroto. Cupporting all of those portions of the huildinos (RIahs and walls) on danpAr foundations allows Is stringent compaction of backfill below the western extensions, As summarized below, the basement walls will need to be designed for much higher soil pressures if the westem extensions are not supported nn meta Ine,n nnnnisls_C11.A Mu- -1 . -- - -'- _ _ -- -. _ 3sboy Corp. Page 2 below a 1.5 :1 (H:V) zone that stores up from rriH [ease ar the lower garage wall to avoid midis s a a lateral surcharge pressure in addition to the active soil pressure. Design parameters for piers and conventional foundations are presented in our previous report. The high bearing pressure ,(5,000 psf) can be used for footings that bear on competent soils, or on overexcavatIons that ;4114 backfilled with lean concrete, A lower bearing pressure must bo usod where footing overexcavations are backfilled with imported granular structural fill (on -site soils, even when treated with kiln dust or cement, are not acceptable for structural fill beneath footings). Three scenarios exist for the design soil pressures behind foundation walls: scenano 9 : t ne basement wails are constructed as pxr n Iar rtrr IL buIJlenr pIIw watts I iavii ig a 2.5.1 (H:V) hankr;lope until the permanent concrete walls are constructed. This will he necessary where adequately - sloped cuts cannot be made without encroaching into the steep, westem slopes. As discussed, the benefit of using the shoring walls is that the amount of the excavation behind the basement walls Is drastically reduced. This Is a significant consideration due to the difficulty of reusing the excavated soils as on -site fill. Active earth pressure - 50 pcf Geenarie 2: roundotion walla aro backfillod with importod free draining granular fill compacted to 95 percent compaction to support foundations above. Ar+ih,.. ia..rfh rrA44i WA - an rrf Arty,ivntnnt nrtivn AIM rinnsity for cantilever walls, or 5 pcf for restrained walls. Surcharge pressure from western footing of west extension (if not carried on piers or lean concrete- filled trenches) - 100 psf uniform pressure over entire height of wall. Scenario 3, Foundations walls are backfilled with a minimum 3-foot width of free - draining gravel, then kiln dust - treated on -site soils compacted to at least 90 percent (piers would bo used to support foundations on the backfill zone). Active earth pressure - 50 prat equivalent active fluid density for cantilever walls, or 60 pcf for restrained walls. Surcharge pressure from western footing of west extension (If not carried on piers or lean concrete -filled trenches) - 100 psf uniform pressure over entire height of wall, Please call with any questions. eel Hobert bound ., . (42G) 828.4800. ■ S'U -6 c SU -/b TO: FROM: DATE: SUBJECT: C,. City of Tukwila John W. Rants, Mayor Department of Public Works NOTIFICATION OF UTILITY PERMIT ACTION Permit Center Public Works Engineering Septemberf; 1998 Pacific View Office Park - Underground Detention Vault 12421 Pacific Hwy S Project Number: PRE98 -010 Permit Number: MI98 -0138 Contact Person: Hanes Lund Phone: (206) 281 -8700 Ross A. Earnst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON SEPTEMBER tC 1998: Storm Drainage PERMIT FEE 25.00 TOTAL: $25.00 Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. JJS /tkf CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) 6300 Southcenter Boulevard, Suite #100. Tukwila, Washington 98188 . Phone: (206) 433.0179 • Fax (206) 4131 =3665 l- Reid iddleton September 16, 1998 File No. 24 -98- 022 - 014 -01 Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 SEP 1 7 1998 DEVELOP'MFNT Subject: Building Permit Plan Review - First Submittal Pacific View Office Park - Underground Storage Vault (MI98 -0138) Dear Mr. Griffin: We reviewed the information for the proposed project, and it appears to comply with the structural provisions of the 1997 Edition of the Uniform Building Code as amended and adopted by the City of Tukwila. 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 architect, Freiheit & Ho Architects, and the project contact, Sabey Corporation, for your convenience. If you have any questions or require any additional clarification or information, please call. Sincerely, Reid Middleton, Inc. David B. Swa son, P.E. Proje t Mana _ - r Engineers Planners Surveyors Kyle A. Wong`, E.I.T. Plan Review Engineer b ji\wt\planrevw\tukwila\98V014r 1.doc\kaw Enclosures cc: Mr. Haynes Lund, Sabey Corporation Mr. Rich Gardner, Freiheit & Ho Architects Reid Middleton, Inc. 728134th Street SW Suite 200 Everett, Washington 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 Aug 25 98 12 :35p C GEOTECH CONSULTANTS, INC. Memo T.: Hynes Lund Cstnpanyu Sabey Corp. Address: (4251747 -8561 13256 NE 20th Street, Suite 16 Bellevue, WA 98005 (425) 747 -5618 FAX 747 -8561 JN: 98083 -1 FIesu a Marc R. McGinnis Date: August 25, 1998 FAX: (206) 281 -0920 Ph•ner (206) 281 -4200 Response to August 13,1998 Tukwila Correction Notice International Gateway In response to Tukwila's August 13, 1998 Correction Notice I have the following comments: Item 5: The detention vault should be supported on undisturbed native soils. If wet conditions are encountered in the excavation, 4 to 6 inches of crushed rock should be laid in the base of the excavation to protect the subgrade soils during placement of forms and reinforcing. The vault does not need to be designed for uplift pressures if a footing drain is provided to remove groundwater that may enter the backfilled excavation. This footing drain must be located near the base of the vault to prevent hydrostatic pressure from developing on the exterior of the walls. If the vault will have dead storage inside, the footing drain can be located just below the surface elevation of the dead storage. This will maintain equal hydraulic pressure Inside and outside of the vault. Item 6: Filter cloth should be wrapped around the gravel that will surround the footing drains. A drainage composite is recommended if free- draining fill is not used to backfill against the vault. _ The wall backfill must be well compacted. Please call with any questions. p.1 09/11/98 FRI 17:02 FAX 206 28-•)920 Sabey Construction Corp SBEY QORPORKI`ION FACSIMILE TRANSMITTAL RECEIVED SEP 14 1998 TUKWILA PUBLIC WORKS DATE/TIME: 9-11-98 Yes, by: Mall TO: Joanna Spencer ORIGINAL TO i=OLLOW: NO N Overnight Delivery Courier FIRM: City of Tukwila - Public Works Dept. FAX NO.; (206) 431 -3665 PHONE NO.: 1;206) 433 -0179 FROM: Steve Black PROJECT; IGCP - Water stop details et vault Number of pages, including this cover sheet: 4 Transmitting from fax number (206) 281 -0920, Phone (200) 2818700 Please cell Steve Black (x337) at 281 -8700 if you do not receive all pages. Message: As per your request, here are the water stop details for the detentention vaults. What will the remainder of the review time be from your end. Please let me know. cc: Haynes Lund This rsee mile communication is Intended only for tn. use or the Individual or entity b which it is addreeeed end may nongl n Information mat Is privileged end and confidential. If me rawer of this ewer peps is not the airdrome, or to employee or spent of tie sddreseoe, plisse t e ■dvised this any dissemination, distribution, w copying of this c ommun cif n I. strbdy prohibited. If you receive this facsimile in error, Neese notify is immediately by telephone and mill this facsimile to us at the address Iola*. Thank yo U. i;tarchtmaaanValaiens.ww SABEY CORPORATION 101 Elliott Avenue West • 8ulte 330 • Seattle, WA 11811• • Tel: 200M1-1700 • Fax: 204/2$120 IJ 001 09/11/98 FRI 17:02 FAX 206 28,1 0920 09(09/1998 11:41 42582845 NELSON•RDURDAGES Consulting injineore Division orPrggemeyer Dulls Gringo. Inc, 512 Singh Semi tooth, Solt. 901 • VHhlend. WA 90092 1493111274999 • MX 142516314850 1 Sabey Construction Corp NEL5UN_DOURDAGT 7 D PAGE 01 002 Thaw v.- 5, v11t —�- r116* gaol 7 Checiirtd by �Ke ea No. -/ Desorption ",07-raAnica. IhOW.Orl.9e0 1/AUir„r' 44/ ,e FILTER FAlmC AT FTC GRA 4 7WP CLOWN POUR 14 rAT1raG pm 10" /7VATr MEC tir • O t • t •t L''!13 ▪ •ir WI 10' raR k MOLww oat COMET RANKS 0? MOM TEM OR APPROVAL COWL Arrac. AVANG RECEIVED SEP 14 1998 B RFuL C WOKS eilierwriO. Ge314'7,4Wr4/S M k/,�17.443 as�P ,4r LIBEL ve.y~rantaim0LE WE/ TABLE ELEVATION 14 cai TOP AND 1711 SECTION AT FTC ORAN, CONNECT TO POW DISMAROC SYSTEM REFER TO Ott 1--21-1. e MUM FILL /1 ATlraGEASY SHORT WALL SCALE 1/2' Er 11-04 1 09/111.9 a aFR I aa. :a0o 3 FAX, i0o6 • 0O28 //1 0920 NELSON- ROURDAGNS Compelling Eeg111serI a OIvielea • /Fegfeoa r+rDetlia Chrp, lat. 512 Slap Street South, iuli. 20! • larktiad. WA 000)) (4251127-5M • FAI 025)0214W Sabey Construction CO rp MOM 00 NOT 1ACI7LL ACA ST VAULT MAILS IMIL MAST PLAIN teTALLA1IO111S COMPLETE VAULT WW.S AND COMM HAS MACH' ITS MO MOM • ALWAFA C AT FTC MA14, T1P 4' MN au, Fn MAK CONNECT TO POSIDIt DOM/INN SISIED IKFER TO CI* DRATDOIS N EACH r c. ICJ 003 rHUm na =r AT24'QC pNATWOIC g'JVAto'0 011E-MAY now rra( bL AT !d OW , or MEE (PLOW 1110 TAW !! r • (3) 13 MI TOP AND Oni RECEIVED SEP 14 1998 TUKWILA PUBLIC WORKS ' (IAN AMAZE MATER TALE LLEYATO e MANS Fu /M AT1a'aGU110 SECTION AT N A L swc L 09/11/98 FRI 17:03 FAX 206 281,0920 SabeY I-Wu IOor vN uUK D Conoultlr♦t{Engineer. aulalalen er►o,geaaeyerOaalinGronp,l.e. 512 Math Street South, Sulu 202 ■ Kirkland, WA 911033 117511127.590S•P*tl(Uli2i•e11uo 'Deception 1#164 4 File ter- 4s triad, job Nitbedo borm..- L1LArfry O e f Ij 004 PAGE 02 Men. by . eM _ _ ;r"�!lat� __ I7e5 0. t' NELSON- DOUIDACES Chedied FILTER FARM AT FTC DRAM 11'r CAME POUR 4AzE1-7- hiodligks 1' FAT tr 0,C get AT 1r O. fir ATO• t0' r OR b HOLLOW all 0011011 nag Rtr CONON 1'E TECH OR A'IM1OVa. EIOIML RECEIVED SEP 14 1998 PUBLIC WORKS #14.1.x. AT e ac, FREE Go.4 774l•oTiS N witr ,ar r- 'UAW. Mier-funuOW+gLE M*1EN TAIL Et,IrYATIOII i' 3 FTC ORA. CONNECT TQ POW DOCHARCE St'S1EW REFER 10 On I' /ICE DRAMS fRl 1 )' C1K /1 Ai'Ip 4C V eV TOP MD ens SECTION A T SHORT WA 4L SCALE City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster; Director September 15, 1998 Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 RE: Structural Review Pacific View Office Park - Underground Storage Vault (MI98-0138) 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 206-431.3671., Sincerely, Brenda Holt Permit Technician encl xc: M198-0138 6300 Soiitheenter BouleVaid,' Suite #100 Tawiti;Wasiiirigtorf:98188'*4061431=367, August 26, 1998 Ms. Kelcie J. Peterson City of Tukwila Permit Center 710 2nd Avenue Suite 202 Seattle, Washington 98104 Re: Plan Review Comment Response Pacific View Office Park, Structural Detention Vault Permit No. MI98 -0138 Dear Ms. Peterson: The enclosed revised plan sets for the above referenced project address the City's review comments transmitted by Correction Letter #1 dated August 20, 1998. Response to Letter # 1 is described below: Public Works Department Comments 1. Civil Plan Sheets C10, C11, and C18 illustrating the detention vault location and section have been enclosed. 2. The vault dimensions are called out on Section 6/C18 of the Civil Plans. 3. The vault access riser, access ladder, ring and cover are specified on Section 6/C18 of the Civil Plans. 4. The plans have been revised to meet King County requirements as follows: a. Baffles have been added in the vault to enhance settling and water quality. The vault has two flow control structures and inflow enters the vault from all directions, therefore, locating one baffle at mid tank is impractical. Subsequently, three baffle walls were added to partition inflow sections from outflow. The water quality measures proposed for use on this project exceed King County requirements as additional water quality enhancement is provided by the bioswales located just upstream of the wet vault. b. Water stop has been specified for all construction joints. 5. See Geotechnical Report 6. Filter fabric has been specified around the vault footing drains. If you have any questions or require additional information, please feel free to contact us. Sincerely, Bruce E. Kessler Project Engineer NELSON- BOURDAGES a Division of Poggemcver Design Group. Inc. : tM1EOEIVED CtT,r QF TUKwlu AUG 2 6 1998 PERMIT CENTER slimySABEY "PORATION ARCHITECTURE GROUP 101 ELL , AVE. WEST, SUITE 330 PHONE: E al 1)1�.�Ii() 206/281-8700 /+R'- H E': .'F :L Jr . FAX: 206-281-0920 TRANSMITTAL COVER SHEET TO: KELCIE PETERSON DATE: 08/26/98 Dept. of Community Development City of Tukwila 6300 Southcenter Blvd Tukwila, WA 98188 PROJECT #: 98 -70 -21 PROJECT: Pacific View Office Park RE: MISCELLANEOUS PERMIT MI98 -0138, DETENTION VAULT WE ARE SENDING YOU: X ATTACHED UNDER SEPARATE COVER THE FOLLOWING ITEMS: X 1 PRINTS (-J ORIGINALS 1 1 VIA OVERNIGHT VIA COURIER SUBMITTALS SAMPLES X X VIA MAIL VIA HAND DELIVERY LETTER DOCUMENTS FOR YOUR: n INFORMATION AND USE APPROVAL REVIEW AND COMMENT n AS REQUESTED FOR SIGNATURE AND RETURN n NO ACTION REQUIRED p /1 f v t II ■'i 4 08/26/98 Revised Drawings: Detention Vault Sheets SV1, SV2; Civil Drawings C10,C11, C18 1 08/26/98 Letter from Nelson - Bourdages regarding Correction Letter #1 1 08/25/98 Memo from Geotech consultants regarding Item 5. from Correction Letter #1 1 08/26/98 Revision Submittal Form NOTE: IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE. REMARKS: 00004° c ° 19 °4� BY: ✓VU4jned oLUnd cc: File TMITTUKW.WK4 City of Tukwila John W Rants, Mayor Department of Community Development Steve Lancaster, Director August 20, 1998 Mr. Haynes Lund Sabey Corporation 101 Elliott Avenue West, Suite 330 Seattle, Washington 98119 Dear Haynes: SUBJECT: CORRECTION LETTER #1 Development Permit Application Number MI98 -0138 Pacific View Office Park 12421 Pacific Hy S This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time the Building Division, Planning Division, and the Fire Department have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Kelcie J. Peterson Permit Coordinator Enclosures File: MI98 -0138 City of Tukwila Department of Public Works John W. Rants, Mayor PUBLIC WORKS DEPARTMENT COMMENTS DATE: August 13, 1998 PROJECT NAME: Ross A. Eamst, P. E., Director Pacific View Office Park (Underground Detention Vault) PERMIT NUMBER: MI98 -0138 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179 if you have any questions regarding the following comments. 1. Please include civil site plans showing detention vault location and section. 2. Specify how deep is the vault and the sump. 3. Specify MH access risers, access lid and access ladder. 4. Refer to King County Surface Water Design manual chapter 4.4.6 and 4.6.2 for underground detention vault design criteria. 5. Submit soils engineering design and recommendations for sub -base placement. What is the depth of the ground water table, are the buoyancy calcs required due to possible uplift. 6. Is mira drain required along the outside walls of the vault and /or filter fabric around the footing drains. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • , Phone: (206) 433..0179 1 Fax "(206) 431-3665 1. Ai a icti 4 Wrnrn 4 E-4 al crl A-� PI • P11-1 (1) A?ay�� M W r-I O H N H CA � H g • 4# •H a •HW Ua'�o ° W uaa H • ow