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HomeMy WebLinkAbout19009 61ST AVE NE UNIT 4_1689_2026 WESTAR PROPERTIES Number Amount Date Pay Code - Written To 9591 346.50 3115/95 CITY City of Arlington Invoice Number Dated Amount Invoice Number Dated Amount 118 IMPROV. 3/15/95 346.50 CITY OF ARLINGTON BUILDING DEPARTMENT GAS PIPING TEST AFFIDAVIT Homeowner d Address 19 Q�9 (0 ( 6 N hv6 E umfT_iq s Permit No. j (0 q The gas piping system was tested at -psi for a total of -minutes. WITNESSED BY � `j / /9 5 (signa u of occupant re u t' g gas service) (date) INSTALLED BY-- (sign ure of installing gas fitter) (date) Please arrange for someone to be present on the date of requested inspection to provide access for the inspector. The white copy must be mailed upon completion to: City of Arlington - Building Department 238 N. Olympic Arl i n gto n, WA 98223 Hard Copy - Job Site Pink Copy - Contractor White Copy - Mail ❑ AO ❑ QQQ ❑ co I � N C F a CL D p � c a 7 Q ° -\ N ,� C b m • • i -n f c o D • z ❑ ❑ ❑ ❑ Q 0 m $ $ � a 7' to a m s ro w n m • v o �. Cs] 1.4 � o O f° 3 n c ° cc m . < t� 0, n yn rh 11\ o x Y, ❑ ❑ Q LiID c r- m ° O v o p i3 O 0 16 '?l Revised Test Report No: 13659 FIEIA.D 'PEP^ T A.A.R. TESTING LABORATORY, INC. File No.. 95-420e..;-;.; 12-20-951 P.O. BOX 2523 Phone:(206)881-5812 Project Westar Building 701 REDMOND,WA 98073 FAX: (206)881-5441 Address 17301 51 st Ave N E i CLIENT Westar Properties City Arlington ATTN Larry Engineer Swenson Say Faget ADDRESS PO Box 3339 Arthitect Gary Parkinson Contractor DKS,Inc Arlington,WA 98223 Owner N/A Permit No 95-1837 -INSPECTION PERFORMED - RE +IIwI»t, - ❑ EI~40'CllVds --- — -- tEINFORCED CONCRI=TE ❑ `AUGER CAST PILING^^wT REINFOR Cab MASONRY ❑ :GRADF REAM+ STRUCTIJOAL STEEL FABRICATION: _ ® WALLS STRUMI AL STEEL ERE `'rI0N -W ❑ GOLU,MNS ❑ SLAB ON GRADE _.EXPANSION -- SOUS � 4 �� ❑ STRUCTURAL SLAB OTHER,�Spec=fir} ' ❑ P T SLAB .., - p�oTHEI�.�SI��!tY} ❑ �QT�I�R tsI?e�=�y} --.::I ------_—_-----------__ -� 'SPECI 0 LOCATI-ON ('S) GRIDS-Panel#35-52. REMARKS: ------ Concrete was consolidated by mechanical means. CONCRETE � � �.: GROUT SUPPLIER Associated MIK,M1� SUPPLIER OR JOB,MIX.i ._ _.: 90A MATERIAL:TE&T R__ 16581 MIX':NO:i SLUMP(Irlj 5/5 Aq :,!lo MATERIAL TEST REP-_#.-I � DESIGNSTMNi T-H(In l 4000 _ STUMP 51GN.,TR y(pSt� - NUMBER OF SAMpLfx 8- 6x12 TOTAL YARDS Pf.ACEP3t TOTAL CU YARDS F? A # 243 _ TYP!"nN>�.Na OF:SAM�s CONCRETE TEMP:( iF), 66/67 TI;!VII 8:47/11:05 GROUT TEMP(Deg,Pj,, AIR'TEMPERATURE IQN ;)A 38/47 AIWTEMPERATURF{� ALL tTEMSABOVE'ttFtEifi:COJVFORIwAKcEW1m' f TYPE OF MORTAR* BUILDING DEPARTMENT APPROVED PLANS: MATEfU1 4A'.T. Ek _ SLU YES ' �J - M I:lES14N ST42Et�ICCiT11 - (IF NO,E'XPLAINIj -_ 1 R(3F SANS MORTAR TEMR'{deb j �TIA9Er� € -- AIR T AIPlMRATURE(Dev fPy iNSPEcTc51 R. L. Otto MAILED: � � �QQ - Copies To Owner (X— Contractor THIS REPORT APPLIES ONLY TO THE ITEMS TESTED OR REPORTED,AND MAY BE Engineer ,Architect REPRODUCED IN FULL WITH WRITTEN APPROVAL OF AAR TESTING LABORATORIES, IX INC. Building Dept, Other Ill� Test Report No: 16581 p MATERIAL T T R Q ? A.A.R. TESTING LABORATORY, INC. File Np 95-420 vato.S 12-20-95 P.O.BOX 2523 Phone:(206)881-5812 Project '" Westar Building 701 P.EDMOND,WA 98073 FAX: (206)881-5441 Address 17301 51stAve NE CLIENT Westar Properties City Arlington ATTN Larry Engineer Swenson Say Faget ADDRESS PO Box 3339 Architect Gary Parkinson Arlington,WA 98223 0britractor; DKS,Inc Owner None Permit No 95-1837 ....__-_.......... ........ _... FIELD DATA REPORTED BATCH DATA. SUPPt PL IER — - - Associated liRiT NO CEMENT U .i�7EI MECEMENT TYPEI II MIX NUMBER:1 90A 4( OE59GN A�Tl1AL -- 7 CMk�fDe Fj X IILDA>1MIT — �- yVEIGIdT NfikNo I CUNCR TEp :, 71ME 1I7£JC1 # l# KET INO %AIW..,' .-. �.. ..; cRov��] 8:47 55 206390 5 66 38 p:�, 0 MORTAR] 11:05 81 206430 5 67 47 Lss 1790 OTHER❑ � x earns[] :000 LEE 1299 - — --- RASH :L08 0 PRISMS DESIGN STRENGTH T 4000 P S 1 10, >NI _ tt GROUTED❑ SLUMP SPEC3FICATfON 5 70T 33 CE�t;� ,.: ,� 243 AMIXTOM UNGROu-rED❑ AIR SPECIFICATION PLACEMENT AREA --•-- - -- :< AtFt Otic <, 30oz ......__.� _._.�. ENTRAIN C)X1CWT' 4 FooTINGs❑ Panels#35-52. > wAUs X — A'rLR ADDED; 2 GRALI! EB - GOLI)M REMARKS' ;:CONFpRIdIANCE OF WUaK sLAa�D CK teel clearance were corrected prior to placement of concrete. A(t Items Inspected Are., St Ag CONFORMING PILING NON CbNF6iii PIG - ,.-. -- OT:IirR ' REFEi2ENCE MELD REPORT N(�;; 13659 To Approved Plans — INSPECTOR R. L. Otto E!lrVii»W D .E�G'�'1� _ ----- ------ _ — ------::-- ............. .—_-- .------ CA 12-20 95 , . FRAC.TUft:: P4 tIt'pl ►#ac Cbtte If) T >tIi D" AGE SIZE AREA iNl�1Cl1 MAjFti]llCl " 3#ttl H SET TESTEilt - NO pArE CURE, EOAYS) C1N) (SOIN), (i F3S) li$Sj (£�S1j NO ASTM G i3 9906 12-26 X 6 6x12 28.27 75340 2670 1 E ASHTG T22 9907 12-27 7 6x12 28.27 105900 3750 1 OTHEWIF 9908 1-17 28 6x12 28.27 1 -s�cltY 9909 1-17 28 6x12 28.27 1 -- 9910 12-27 X 7 6x12 28.27 86100 1 3050 2 _ 9911 12-27 7 6x12 28.27 109400 3870 2 X 9912 1-17 28 6x12 28.27 _ 2 Flexure! 9913 1-17 28 6x12 28.27 2 --- — Con�C1 TESTED 6Y: Scott Brown �_ � "Non Contotll' Copies To MAILED -- R Vl 1N> ICY: Mark Jeonq l Owner FX corAr'"tor THIS REPORT APPLIES ONLY TO THE ITEMS TESTED OR REPORTED,AND MAY BE ix Enginef r Ix Arcfiits rt REPRODUCED IN FULL WITH WRITTEN APPROVAL OF AAR TESTING LABORATORIES, t INC. �x suildi4ig De►>t, 1, Other - �� !1' I I �. L I I _ I _ _ (. Test Report No: 16580 MATE i7E81'` �l�t�RT A.A.R. TESTING LABORATORY, INC. ail0010 95-420 *;I 12-19-95 P.O. BOX 2523 Phone:(206)881-5812 PK* Westar Building 701 REDMOND.WA 98073 FAX: (206)881-5441 Hess 17301 51st Ave NE city Arlington CLIENT Westar Properties Fngiiw(fr Swenson Say Faget ATTN Larry ADfyRESS PO Box 3339 o-�r+hi'lect,'a Gary Parkinson Arlington,WA 98223 {r,,ratrac+ DKS,Inc CTrfsiex >:€ None a? tnil ido 95-1837 - M _ ._--_ ..._-._..-... _........ REPORTE BAT.* `rkk?,l4TA MELD DATA � Associated >J nine -0 LQB t�tX CEr�ENr TYP. I-II -- PAIX NUMBER j - 90A i hTP(De(t!) Yi It t7t 11i111` LtESICN X MIX l�TO 6660 TIME: TRf1C1 :' 4ti l SLgP/,P C ONC AJti s F.. ...1 � M try 564 aRot ri 1:37 89 206307 5 68 50 l.Bs MORTAR �• ifs 1790 OTHER❑ r)f8s 1299 FLEX 8FAM 3 Fits r• PRISMS. 4000 Rst' : 28 D1eYS GROUTED ;: .,.��:: :::. 5 TOT CUNDs C PL 0 456 -- — ADM1XTVIR UNGROU>•EC Ate Sai G1 ICi�a r : — -- — ----- T PLACMENT.�#REA AIR :::.; 30 ;,..... _ :::: ENTRAIN Panels#1-34, 44 & 8-4X panels. T. WALLS .....-...._� WATER ADID . - _ ----- .....- - - ... OP WORK � GRADE 13EAMSt] ., REMA1�ifS __���-__.... ...:.:.: _.. . .�. _ - - --- ------ ---------------- ..... ......_.. - SLAt31DECKE] AIt llcros lnspected Ares st AB cot,I6C>tNf.�N PILMAQLi —_ oriw R" fit;REFEREWE FtELt7 REf'« r 13656 �d1'am I IN$P G RL Otto &T ATE:!. 12-19-95 1 FRAC-TURF-TYPE I if othe f than cpi ID "F ST FIE Lp'€ AGE SIZE } AREA Wl^IC3ttT f MAX LOAD � Ttl "8� "1� .,.: NO DATE ,CURS (DAYS? (IN) (SO IN) ' l S5) � SOS "ISN� '•4<°�� ::... 9859 12-26 7 6x12 28.27 91260 3230 3 '..;:. .:.: 9860 12-26 7 6x12 28.27 124900 4420 3 Cl.. 9861 1-16 28 6x12 28.27 3 <�SF�ECIY 9862 1-16 28 6x12 28.27 3 r { I TES1 tb BY Scott Brown Nctn Ctft spies Ta MAILED L� - �'WaY. Mark Jeong I Dwrwr fx Contractor THIS REPORT APPLIES ONLY TO THE ITEMS TESTED OR REPORTED,AND MAY BE ^_ Engineerix 'Architect REPRODUCED IN FULL WITH WRITTEN APPROVAL OF AAR TESTING LABORATORIES, INC. Suildiny Dept. �� Other '•' l � �. Test Report No: 16579 AE MATt A.A.R. TESTING LABORATORY, INC. WC ,hto 95420 Date; 12-19-95 P.O. BOX 2523 Phone:(206)881-5812 proCt Westar Building 701 REDMOND,WA 98073 FAX: (206)881-5441 A(fdrvse, € 17301 51st Ave NE CLIENT Westar Properties GiP, Arlington ATTN Larry Forlirir" Swenson Say Faget ADORES$ PO Box 3339 Arr-.hatcct Gary Parkinson Arlington,WA 98223 Cw-itractas DKS,Inc Owner None Permit NG ' 95-1837 I _._..,.. .. -._-- _._...... . _...... ____ ..__ _._..-__. ....._. _.. .__- _ _--- REPORTED BATCH DATA FIELD DATA suPPt+Efi f I-II Associated PLANT No' � Q 30B MEX CI:MEHT TYPE I MiX'NUINBER ! 90A DESIGN X : ACTUAL) 't'I"Mp{Deg Y�IE.t�111N1'C --- Mix No , , :. ` 4 ,. ?NC _ All( . 564 GP.OU 8:25 83 206196 4.25 65 43 aac; CBS MORTAL 10:55 55 206260 5 66 45 c c a 1790 aTH sRraD LBS 1299 FLEX BEANtB — F ASH E,138 'PRISMS C?>*SlON STfiENC$1`l' 4000 28 :. - 33 - WTR GROUTED ICATi 5 TarCuryo GiF Pt Atop 456 -_ -- -_.__-- UNGROUTED AIR'SPECIFICATI =- -- .PLACEMENT AREA AIR # ozlc i 30 ENTRAIN g71Cw F00T1tGS Panels#1-34, 44 & 8-4X panels. -. WAILS ----- - C0L;UMNSQ _. -- - ---- - - ............ GE2ADE BEAPAS 'R')� if5 SL AE31l�ECK All Items Mspected, tx CONFORMING POW" NON CONFORMING OTHER— REFERENCE FIELD REP 13656 7a:Approved Plans - iN5PEGTQR; RL Otto € 11Y5i3 - ---- — TEST STRENG" - -- — --- ................ ---- - - CAST DAT>x� 12-19-95 FF�iiG' U TYi'r-Iffethalltle aeta j ID TEST F!l;L Ace I 5IzE fu 70 faHf; MAXttyAG S RE#1Ck7Ff. .sET NO DATE CURE (DAYS) (IN) (SQ IN) (1.8.5) € (I SSA C{�SI) NOAS3M G�3 .- ` ' 9851 12-26 7 6x12 28.27 88240 3120 1 AASiif31'2 9852 12-26 7 6x12 28.27 119500 4230 1 QTNfi"' 9853 1-16 28 6x12 28.27 1 y'8PICFY 9854 1-16 28 6x12 28.27 1 9855 12-26 7 6x12 28.27 87460 3090 2 9856 12-26 7 6x12 28.27 113250 4010 22. � x 9857 1-16 28 6x12 28.27 2 "'~ sxuEr 9858 1-16 1 28 6x12 28.27 2 -- » E> 19Y Scott Brown Lj i Contarmtng ) + , Non Conforming MAILED aplesT:s _ _ Mark Jeong I Owner Ix CarFtraclor THIS REPORT APPLIES ONLY TO THE ITEMS TESTED OR REPORTED,AND MAYBE engineer Architact REPRODUCED IN FULL WITH WRITTEN APPROVAL OF AAR TESTING LABORATORIES, INC. Building Dept. tither Test Report No: 16570 MATERIAL. TEST`PC A.A.R. TESTING LABORATORY, INC. iht:f!h>. 95.420 Date; 12-4-95 j P.O. BOX 2523 Phone:(206)881-5812 .. ' t Westar Building 701 REDMOND,WA 98073 FAX: (206)881-5441 Address 17301 51st Ave NE CLIENT Westar Properties City Arlington ATTN Larry gngjneM Swenson Say Faget ADDRESS PO Box 3339 ` i 111RW ;': Gary Parkinson 4It DKS,Inc Arlington,WA 98223 � f -;: .:;•.:z None PetlYtiii lVa'` 9&1837 FIELD>DATA. }> ` G REPORTED BATCH DATA Associated . :.:.,. 10 ;: .,±iix CEhiEN?TYPEi MIX NUMfi .. 40 t� l�N ACTUAL <!; CONC ._ Rom.. <<.,�. uc1c aid :. . t {y. wlrrr IIx :.,.. ...: AM 517 OROU� 8:57 54 205017 4.5 63 34 ., MORT ,. 10:40 89 205065 4.5 67 39 1967 ._: v�H�lt 1 FLEX BEAMS 1468 PRISMS., DE41GN SI.. 3000 ..:: 281At1'.. _ cROtixA 'sr Z +C+;E'I .; 5 , > YP.IrCCt 189 — ApM1X'ttJS UNGROUT Al iSRECl ICA'CK,.;;. ___ CC 1% FLAGMEN . --- Grid line J to K 2 to 4 &G to H 1 to 5. ENTRAIN. , ozfCW1 f00'1'1[VGS WAI;i.$ VIIA'Cl»f2`At3t5ED .............. cONFORMAI�T V OF ORK I< M& u <- __ REAiIiRiSk L A81DEG.. Alf Items Inspected Are SLAB CONFORMINGtj tal9 NON CONFORMINOu FiT#14f `' s13f t Nl I i` :p'>i2i PLDRT 14! 13649 To Approved ptarrs; IN5iiwCR R. L. Otto —1 <Rl1R TEST S ' > <::::<:>>: : CAS?OAFS,' 12-4-95lA 'fl> : -:..: ht, ti• .K.;S •::.:..:.: .•\v.. ....:.:.:•:;}..All .. NOv....v.:•y`f\ :.v:.::n }:•yQf"1F �iS3I,� sN........ r�A'r _ �.I . , �}• ]jam � ''y� ...........:'.:.:::::;:;t9 � Illl! 9536y 12-11 7 6x12 28.27 112240 3970 1 »> 9537 1-1-96 28 6x12 28.27 149480 1 9538 1-1-96 28 6x12 28.27 148510 5250 1 9539 12-11 7 6x12 28.27 110670 3910 2 9540 1-1-96 28 6x12 28.27 147160 5210 2 Cort3lrt+y 9541 1-1-96 28 6x12 28.27 1 1501205310 2 > u ..: N Scott Brown MAILED l Nan Cai�lfotm%lig Copies To � � Y; M. Jeong r Owner- ^^ fX Contractor THIS REPORT APPLIES ONLY TO THE ITEMS TESTED OR REPORTED,AND MAY BE Engineer 1x Arcti00 REPRODUCED IN FULL WITH WRITTEN APPROVAL OF AAR TESTING LABORATORIES, INC. Btttiding Dept. I� ;:Miter Test Report No: 16669 MATERIAL 15ST REPORT A.A.R. TESTING LABORATORY, INC. !i 4>< 95-420 Hate: _12-1-95 P.O.BOX 2523 Phone:(206)881-5812 Prolety; Westar Building 701 REDMOND,WA 98073 FAX: (206)881-5441 AddmsS ': 17301 51 st Ave N E CLIENT Westar Properties CIO Arlington ATTN Larry Etlg:rteer ; Swenson Say Faget ADDRESS PO Box 3339 Atcttiteat Gary Parkinson Arlington,WA 98223 : ::: aCtar DKS,Inc Yawner None PermiE No 95- 1151 REPORTED BA`FCH DATA NOWFIELD DATA : . _ - - s !.... ... x Associated PtA► :N • 1 0X NUMWRs 40 `A ct»�c ►OT tea :Aa u .. alwG A 517 (tRt!#1 9:05 90 204888 4.25 63 45 ; Mf 10:15 52 204899 4.75 67 45 1968 1470 Ft,EX 814A45 PRISMS iiEBiCstl 9't'r1; E1 3000 pstt 28 DAII S 17.5 GROUT t E l.,: 4 'A#' t t1t�S.t+t,dt p 200 7 !' iX'CL18 UNC3RQliTD o 1 cc .. ...: AtFt >• ot3c�" ; .. .... ..: ............... .. ........ >... ENGRAIN ax�cwr TFOOTINOS Grid I to K 1 to 5 line. WALL$ CgLUMNS GRAt7 1MAM1S CO •. ",SLASIDECEt All ltemr�It spected Arek< >>:'•: SLAB X CAONFORMIC�lG sutWB t, NON Gonii~t7R14 WC3Tt I 3}a» ElNY P �I�RPA13 ICI 13636 To Approved pJt R. L. Otto if <> -Shear - - ilf'#! c :IOOtt! .:.:.,: 12 1 95 ..::•. a>• _ v:.z ::.:.....':.. .? W1Eldt#7 MAatt.�?A,ta Stftl Nf3TH' Sir? - TeSTEOPER, .. . 9481 12-8 7 6x12 28.27 `105330 3730 1 AASH101 .2 9482 12-29 28 6x12 28.27 154 610 5470 1 OTHER"' 9483 12-29 28 6x12 28.27 149410 5290 1 s'' SPECIFY: 9488 12-8 7 6x12 28.27 108740 3850 2 9485 12-29 28 6x12 28.27 151220 5350 2 9486 12-29 28 6x12 28.27 146930 5200 2 :< xitri Gonkth> `.1`ES1`F:t? x Scott Brown Copies,Ta MAILED Z-1�- 1,�, RIvtEWuY� Mark Jeon Owner Cc1r►tr>Cipr THIS REPORT APPLIES ONLY TO THE ITEMS TESTED OR REPORTED,AND MAY BE REPRODUCED IN FULL WITH WRITTEN APPROVAL OF AAR TESTING LABORATORIES, Engineer Architect INC. Building Dept Offier �, ,. ��� �.� - - - e _ � _ - - - - � - - - - - � - - - I Test Report No: 16571 MATERIAL T ESLREPORT A.A.R. TESTING LABORATORY, INC. File No 95-420 i 12-5-95 P.O.BOX 2523 Phone:(206)881-5812 Pro#ect Westar Building 701 REDMOND,WA 98073 FAX: (206)881-5441 Address 17301 51st Ave NE CLIENT Westar Properties city Arlington ATTN Larry Engineer Swenson Say Faget AC)DRESS PO Box 3339 Architect Gary Parkinson Arlington,WA 98223 contractor DKS,Inc Owner None Permit No.. 95-1837 �- -_------------ -- ----- - -- —— _..._.... -- - REPORTED?BATCH:DATA FIELD DATA BUPPak., Associated PLANT NO; —[T !E)B NI1X F µ'CEMENT TYPE:__..___I/II _ Mtx;luutttx 40 j oslcry Ac fva>r J TEMP(fJe 0j WiLr3iBtVIT GW�CRT 1!ill►1 itElCKt ..1'iCK 'E Nc� .9ri A1R CONC ' 11tFt F1! FAIX[ O - Wi r 0:EM �.8& 517 �GROUT 9:47 92 205183 4.5 67 33 f S MOR'iA>i —J 11:23 42 205233 4.5 66 38 c�cl iS 1968 Q H141111 --,sANc' i s 1486 Ft l X'13EA0 F A$H: PRliiS 3000 Est 28 ltiAlfs vvT 15.7 GROUT 5 CCY> p 268 _ UNGROgTT A 't Sp i iCA'CC CC 1 _ :PLACEMENT AREA -- - Grid E to G 1 to 6 line. :.:. � i'ooTlNGs WALLSLJ W,0.'rER`AfIDEiT BRAa r�Sn _ . GDN1"ORMAflCEOF WDRf D �nS . 5LABIDECKO Rltatett7sltxs�Cietl.,A1'e; SLAB[] CONFOf;tMING} PILINGONON CONFORMINf OTHER"] REFERENCE FIELD REPORT NO;1 13651 7a Approvod Plans f iNsECToR:, R. L. Otto :17VftMAj -- --------- --- -- - ------- ------ — TEST STRENGTH CAST DA7i ? FRACTURE TYPE(It carte) 12 5-95 FRAC7 _ tt7 TEST >"iEt.Cl ACiE ' SIZE ## `AREA `,WEIGHT MAX LOAD (STIRENOTH SET NO DATE CURP- (DAYS) (IN) 1 (so IN) +,LBSE:: (I-Ssl _(PSG) 9571 12-12 7 6x12 28.27 118630 4200 1 AASFi O 22 9572 1-2-96 28 6x12 28.27 156600 5540 1 M9 1OTHER"' 9573 1-2-96 28 6x12 28.27 158450 5600 1 :'SPECIFY 9574 12-12 7 6x12 28.27 111540 3950 2 _ 9575 1-2-96 28 6x12 28.27 145330 5140 2 Crtif►;es3�te 9576 1-2-96 28 6x12 28.27 139440 4930 2 flzura QorY►u TESTIgY;� Scott Brown Nan Car�fong Copies To MAILED � RE1l1EV+lED$Y: M.Jeonq f— Owner rx 'ContractOr THIS REPORT APPLIES ONLY TO THE ITEMS TESTED OR REPORTED,AND MAY BE X Engineer ix Architect REPRODUCED IN FULL WITH WRITTEN APPROVAL OF AAR TESTING LABORATORIES, INC. (x Building Dept, i� ether :,, ;, �: � � T � � � � � � � � � � I 1 l Test Report No: 12339 FIELD REPO � A.A.R. TESTING LABORATORY, INC. .-File No 95420 12-29-95 P.O.BOX 2523 Phone:(206)881-5812 prntrct Westar Building 701 REDMOND,WA 98073 FAX: (206)881-5441 Address 17301 51st Ave NE Gt.IENT Westar Properties City Arlington Larry Engineer Swenson Say Faget S& PO Box 3339 .Architect Gary Parkinson ' Arlington,WA 98223 Contractor DKS,Inc Owner N/A YenTgt No 95-1837 �TENIP CSN F TIME INSPECTION PERFOR"*W0 ------------- Provided field welding inspection of panel to footing and panel to panel (top elevation)welded connections. Ref. details 16/S7 &S6. All footing to panel welds were found complete exception of missing embeds at 4 locations, (6.0/H-J; 2, 1/C, 1/1). Contractor notified and not complete with engineer approval. All top elevation (only) panel to panel welds are complete and found acceptable per AWS D1.1 standards for workmanship and in conformance with approved drawings. IPlaGQf E. F. Jones <� ttl�llF3 M. Jeon MAILED: ContractorTHIS REPORT APPLIES ONLY TO THE ITEMS TESTED OR REPORTED,AND MAY BE x REPRODUCED IN FULL WITH WRITTEN APPROVAL OF AAR TESTING LABORATORIES, ` Ifgilnt,r �� Archit{act INC. BOSS & MAYES TESTING ENGINEERS, INC. WESTSTAR BUILDING #701 Weststar Properties, Inc. Page 2 JOB # 15695 INSPECTION REPORTS 10-31-95 Conducted in-place density tests of the over-excavated footings along the South footing line. Found the tests to exceed the 95% compaction required. See attached for more information. Remaining footings to be cast on undisturbed native gray sand with gravel. The extent of the excavation was from 120' East of the Southwest corner East to approximately 240' East of the Southwest corner along the South continuous footing line. INSPECTOR: Mike Dolder 917 - 134th St. S.W., Suite A-1 • Everett, WA 98204 • (206) 742-9360 - FAX (206) 745-1737 Test Report No: 13656 FIELD REPORT' A.A.R. TESTING LABORATORY, INC. Fite No. 95-420 12-19-95 P O. BOX 2523 Phone:(206)881-5812 Project Westar Building 701 REDMOND,WA 98073 FAX: (206)881-5441 Address 17301 51stAve NE CLIENT City Arlington Westar Properties ATTN Larry Engineer Swenson Say Faget I ADDRESS PO Box 3339 Architect !` Gary Parkinson Contractor!: DKS,Inc E Arlington,WA 98223 Owner N/A Pemvt NO 95-1837 INSPECTION PERFORMED Y >PIP ; WIN CtEST�� : ❑ F NC;S RiM—i RCED CQNcRE T ❑ AUGER LAST PILING REINFOROFD MASONRY ' ❑ 'GRADE BEAMS STRUCTURAL STFEL FARRICATiON ® WAt.L.S u— 'STRUCTURAL SIT,L EREC TIUN ❑ CC7t.UMNS:.,__ _ .. _ ... . 1 SNOTCRETE ! ❑ ,SLAIN ON GRADE __ _w.- _r- : w i XP/11 SIQN U6LTS ❑ STRUCTUI>A' SLAB -------.- oTllLF (s El PT SLAB . - - ----- -------------- JOTHER S ❑ OTFEER. S. i �- ..,�� SPECIFIC LOCATION (S) GRIDS:!:Panels 1-34, 44, 8 4x panels. RENAfWS --- _- - - ------------------------ —--- ---- — - - ---- - - Panels to be casted on 12-20-95, some are still missing weld plates. Clearances will be checked after weld plates are placed. Informed contractor of clearances on other panels will check again prior to concrete placement. CONCRETE :. .: GROUT - SUPPLIER, Associated ..Mix(tIQ!'6sk 3/4" 90A ° SUPPLIER OR JOB MK I MATERIAL TEST ZE # 16579-16580 MIx .::: ....:::. SLUMP IIn) 4.25/5/5 i;?41R " MATERIAL TES1` _ DESIGN STRENGTi 4000 LL SL,UMPK:"+tGIV.S'#'tI�EGIIt' NUMBER OP 12 -6x12 TQTAL'EA ' c _.: TOTAL CU YARDS IAE 456 TYPE AND NO M II .. ....... CONCRETE TEMP Oe IK r' — r~. ROUT TEMP(['fog Ir} TINII~ A�R...MPER.�g..�5/66/68 "�I1VI� 8:25-1:37 �araM�RATitp�� � - -•- T �.:.." 43/45/50 R.T.. -:. MOR'r R SU LD NG DEPARTMENT APPROVED PLANS�� u 1y1ATERlAi.TEST fiElx i3E OF �_-��' t�: YES; IZCJ tV ST REP1CCi s L U MP DESIGN T2i N4�M8>RIE�OJ�• M .... (IF NO,:EXPLAINI .". . ,::...-: R. L. Otto /�/2Q� REVlIItJ Copies To MAILED: owner r contractor THIS REPORT APPLIES ONLY TO THE ITEMS TESTED OR REPORTED,AND MAY BE r Engineer IX Architect REPRODUCED IN FULL WITH WRITTEN APPROVAL OF AAR TESTING LABORATORIES, INC. Ix Building Dept. ,Other Ic N ON Ir EM ■ - WE ■ NO ' ■ MEN ■ EM NO ME - - - a ` • ■ i - - - - Y. ME we 1 • _ ' ON MEN NO ■ Test Report No: 13659 FIE O REPORT A.A.R. TESTING LABORATORY, INC. File No: 95-420 ' ' : 12-20-95 P.O. BOX 2523 Phone:(206)881-5812 Project Westar Building 701 REDMOND.WA 98073 FAX: (206)881-5441 Address 17301 51st Ave NE CLIENT Westar Properties city Arlington ATTN Larry Engineer Swenson Say Faget ADDRESS PO Box 3339 Architect Gary Parkinson Arlington,WA 98223 Contractor. DKS,Inc Owner N/A Permit No 95-1837 INSPECTION PERFORMED ---- .------ --------- ----- --- ---- ---------- FOOTINGS El C2EliUF0RCLD CONGC 'I' ❑ AUE3ER CAST PN INQ —RE INFCJRCEtJ iv►ASOEJRY I ❑ GRADE BEAMS - - 5TRUCTUR- AL STEEL. FABRICATION ® IWAi LS ❑ SLAB CAN GRADE - �V STRUCTURAL.STEAL ERECTION j ........;:...-�.��._._.._J �t"JI'CCF2ETE XI i�S.i#�l::Ir30LTS _ ❑ !STRUCTURAL SLAB OTHI~ '�,�Sf� ❑ P T SLAB OThIERJ§p - .. - - SPECIFIC:LOCATION (s) GRIDS:Panel #35-52. .R!~MARKS: CONCRETE GROUT., SUPPLIER Associated 90A E SUPPLIER OR JOB MIX MATERIAL TESTRE1 ie1 16581 MIX NO SLUMP(In);! 5/5 i _- 5/5 f411t`i°Ja MATERIAL TEST F nESlGrasREniGrfRfPSI• 4000 sLt3MP _ p>E»SiaIV, NUMBER C?F SAldy>El�E. .. 8-6X12 YARNS I'LAGEfI TOT/i. pRDS PI ACEl _ IYp OF Sl1MpLIwSE r GONC�t :HEMP(Deg.,% 66/67 > EliVl)W 8.47/11:05 QEtt7tjC N►P(Deg`Fj �� ::>: :::.. 1`IM 'x 1 R PAT, I) 38/47 Am TEk4PFd 1k.T QE Ineg F):j �MORTAR i4tLlYEM8A8UV WL�17 1N"Cc7NFORMARICE>IiVl77f TYPE of-'1 i&i TAR; - � BUILDING DEPARTMENT APPROVED.PLANS: F/EA]'ERIAI.TESL REP IJ j _._ YES: x SLUM. ...- SIfN; 'IIEl�IS±;YlEf NL;. ❑ _ — NUMBEFtOFSAMP ; - AlR7MIlPEL►t'E €NsPi~>r R. L. Otto Copies To MAILED: f Owner THIS REPORT APPLIES ONLY TO THE ITEMS TESTED OR REPORTED,AND MAY BE Engineer dlrCtritcGl REPRODUCED IN FULL WITH WRITTEN APPROVAL OF AAR TESTING LABORATORIES, INC. Butlding Dept. (w C?t�,er vM" I VVV Test Report No: 18799 MATERIAL TEST'REPORT A.A.R. TESTING LABORATORY, INC. FjleNo 95-420 -14-95 P.O. BOX 2523 Phone:(206)881-5812 Prolect Westar Building 701 REDMOND,WA 98073 FAX: (206)881-5441 Atess 17301 51st Ave NE CLIENT Westar Properties city Arlington A rTN Larry Engineer Swenson Say Faget ADDRESS PO Box 3339 Architect; Gary Parkinson Arlington,WA 98223 Contractor DKS,Inc iO5Ytlsr None hermit Na GS-15i3-7 - EtELD''DATA :.:.,. :. supPt.lEB: Associated PLANT to 2 1 LJ >�<`' •><><<�..;:I�-..:::.: D4IXNUMBER MP(AsgFj' N gg CONCRETE _: T1M :,,,_ ,ilrEjCP ..7lt±K7 N }f3Ge)41E- lCr, : M #Kl3S 518 Tt]oRQU 8.25 92 203370 5 68 62 <; 348 MciRTAiin 1802 OTHER❑ srtN 1385 I LEx n�Ar�sl] PRISMS: SIGN 3000 ,. °> 28 ' �W t. >E3& 179# >as GaoUTEED] ;w.�"p CIRICATI ' 4+-1 '!" E 11`El F3�3�CEb 132 - -AAMiXTtJlWEB UNGROUTEA AIR SPECIFICRrit)tif -- ---- --�— - -- -- - PLACEMENT AREA k. AIR nz,c ........... ENI KA1 QX1cw.r FooTmGso F to G, 5 to 6. _ wALLs m WiY� AIDED COLUMNS C0NF0KMANCE C 1l6f4JRif RAO .. - - TT- -- sLAWbC; SOG, placed by pump. Arttte►nsspectedArek :<:.: : _ s ..... PILIN CQNFQRM)' _ .0 NQNC01VFC3fi2FJ11Nt3 OTHER 32EFERENC1✓FIELD REPORT 1+NC1 15580 � ',Ta Approved Parts [ INsP`0~10R Steve Heri stad/D. B'orklund ----. ------ -- .. ...... - — ----- ------ - TEST§fkNGTH ---- i CAST DATE:] 11-14-95 FRACTURE TYPE(it other than cone - SET TES1FEOPEF; io 'TEST �>~IELf� AGE; SIZE AREA WEIGHT MAIC LQAL] s�'t�>tir�aTH a No arsA'�> CURE #DAYS) ON) (3Q IN}; (LBS} ` ... csl} NO ASIVI Gas x .. ___ I 9068 11-21 7 6x12 28.27 113730 4020 1 � z 9069 12-12 28 6x12 . 28.27 165580 5860 1 QT"199" 9070 12-12 28 6x12 28.27 160890 5690 1 '`'SPEGI ;�i�xreral, '.'�ESTl�lBY nlrt: ' �� tVt1tl.... ...€ ..Ong Copies To MAILED la ty R Yet W �� Scott Brown �b Mark Jeong r_Owner Ix :Contractor THIS REPORT APPLIES ONLY TO THE ITEMS TESTED OR REPORTED,AND MAY BE 1~nginear 'Architect REPRODUCED IN FULL WITH WRITTEN APPROVAL OF AAR TESTING LABORATORIES, INC. Building Dept„ r 'Other Test Report No: 18798 MATERIAL TEST REPt�RT :, A.A.R. TESTING LABORATORY, INC. File No ' - 95420 Date.1 11-10-95 P.O. BOX 2523 Phone:(206)881-5812 Project Westar Building 701 REDMOND,WA 98073 FAX: (206)881-5441 Address 17301 51st Ave NE CLIENT Westar Properties city Arlington RTTN Larryrlginecr''!I Swenson Say Faget ADDRESS PO Box 3339 kchitect Gary Parkinson Arlington,WA 98223 contractor DKS,Inc Owner None Pe"it No cis- t$3� FIELD DATA i �REPORTED BATCH DATA - SUPPL1ER' — - _— w _' Associated PLANT NO' 3 lJOB MEX ` 1 CEMENT TYPE I-II - .... - tv1iX NUMR:I 1 --- — --- -- --- DESIGN /kC71t11L - - _ TEMP(Deg Fj YEILWUNIT -r - _ -.... ... c MIX NO CONCRETE TIME TRUCK� i riCKFT NO °k AIR SLUMP CONC Apt WEIGHT E3RAl1T� 8:18 51 203070 4 62 42 acc Lt35 356 MtyRTltFt 9:56 1 54 203106 4 62 44 QFN R - c AGG' LBS 1646 SAND LBS 1426 19EAM FLEX S FASH L" PalsMs ( 81pN S1EREIWH 3000 28 pAlfS wrR cold 40 hot GROt11i LEA Ci '><}3TYQS pt. Cly 267.5 120 UN'GRC1U1E .. ADMIXTURES -- - - A" - l .. :.. .. ., ..,.......... AIR F to G, 5 to 6. ENTRAIN o1CUft1 FO0 --- - -- - - WA�15 co%Um i4 waTErt ADtJ ! 0-1 al cWE SEAMS fEtLlARlCS f`>`c"a; CONt t]RMANCE o1�WC1RK ' _ _. _...... ._. -- —-- s>wAwoEcc Placed by pump, mech. vibrated. Inspected rebar. rAlr items Inspected Ares l-. sLA CONFORMii� CJ - PELIIIEQ ICONFORMINGn E �l7ETNCI"FEEk CE 1�EPORT To A -•---•--- pprovad Ptans !► � ick B'orklund/Steve Heri sta Y -- --- ----------- TEST §t1 -� _> CAST HATE; 11-10-95 i FRTU# .t Yid(llothi4rttP:i<ot�m3 ID 1• ST 1>rLCE , At�E SIB AREA SMli:fli IVIAX:14A1.1 S`I1t #1£3 fEl SET TESTED PER. No t0.'1E >kEJR '(OXYS}: itd} 0101M `.[L l AST G 39 8997 11-17 7 6x12 28.27 103200 3650 1 i :AASHTt12 8998 12-8 28 6x12 28.27 150220 5310 1 OTHgis!"` 8999 12-8 28 6x12 28.27 150650 5330 1 "SPECIFY 9000 11-17 7 6x12 28.27 93230 3300 2 9001 12-8 28 6x12 28.27 138290 4890 2 9002 12-8 28 6x12 28.27 141330 5000 2 c M Scott Brown Garr xx Non Ci !�13 Copies To MAILED Mark Jeon CY Owner - Contractor THIS REPORT APPLIES ONLY TO THE ITEMS TESTED OR REPORTED,AND MAY BE Erf9inear.• ,; AFchitatl : REPRODUCED IN FULL WITH WRITTEN APPROVAL OF AAR TESTING LABORATORIES, INC. Building Dept. Olber Test Report No: 16570 MATERIAL TESTREPOR A.A.R. TESTING LABORATORY, INC. Fite No 95-420 Date 12-4-95 P.O. BOX 2523 Phone:(206)881-5812 Project Westar Building 701 REDMOND,WA 98073 FAX: (206)881-5441 Address 17301 51st Ave NE CLIENT Westar Properties City Arlington 'ATTN Larry Engineer:' Swenson Say Faget ADDRESS PO Box 3339 Architect >`' Gary Parkinson Arlington,WA 98223 Cvntracto DKS,Inc Owner None Ptt�€NO. 95-1837 FIELD DATA %� a ....:12EPOfiTED»ArcH DATA SUPPLIER:' Associated 10 B MIX',... cEMENTTYPE Illl MIX NltM6ERx 40 OESIGN ACYUn! WK .y,,�. 2:•'.'i CONCRETIw X .. 1'IIVII ' ., ' 1 r %is i!!gf77.�� ll .:.:.. ..... ... .<. a< >.'.�t<:#::<x c3ROElT 8:57 54 205017 4.5 63 34 :; :: 517 MOR7A1 10:40 89 205065 4.5 67 39 1967 FLEX SEAMS 1468 pRlsnrts tlstGN sTR>�t 3000 t'si 28 OY 'Ift' 18 Gaot ' n c1FIcAT1 5 't:tiitES i4t,1�tC 189 11pMi?IYtJ�& liKOROUTEQ AIR SPECIFIOATION CC 1% ------ m--T - ------ PLACEMEN'T AREA Alit OZ1C.; FOp Grid line JtoK2to4 & GtoH1to5. ENTRAIN 'I'tt�l CQLUMI!! GStADEEA BMS ........ ..... .. ..:...rOFt{f : ... r ........... :. _ ..- SLABIDECiC ,1i( lJB 1Jas did f€ - SLAB PI ING OTHER— R+fEtENCf-FIELD_ R�RTTp13649 - Ta Ptoa oY P i11Gt � ��...._ t sP cTr3R R. L. Otto REVIEWE i ... TEST STRENCTH — - CAST DATE i 12-4-95 FRACTU{2E TYPE(If other than cone):: Ifs CE51+ ✓I✓IELD AGE SIZE AREA WElc3ijT, MAX LOAD 'STRENGTH SET TI=�t 10 1710.'Ciw CURE <(DAYS) (iN) (SO IN) (L65) I (LDS) ? (PSi) NO ASTnJ1'C3 9536 12-11 7 6x12 28.27 112240 3970 1 i >AASHTO TZ2, 9537 1-1-96 1 28 6x12 28.27 1 i 0 T H E R` 9538 1-1-96 1 28 6x12 28.27 1 'SPEGIF:Y,. 9539 12-11 7 6x12 28.27 110670 3910 2 9540 1-1-96 28 6x12 28.27 2 i:`'< 41sAra 9541 1-1-96 28 6x12 28.27 2 s1`Ei V CotjtQrming Scott Brown MAILED " 11.--_Nan CoriiO#rl�g opws To vl wl„ BY M.Jeon Owner r Contractor THIS REPORT APPLIES ONLY TO THE ITEMS TESTED OR REPORTED,AND MAYBE «nyineer Architect REPRODUCED IN FULL WITH WRITTEN APPROVAL OF AAR TESTING LABORATORIES, INC. rx— Building Dept- f— Other _ � i Test Report No: 16571 MATER" r'< . fT. A.A.R. TESTING LABORATORY, INC. :" file No 95-420 ? � . 12-5-95 P.O.BOX 2523 Phone:(206)881-5812 Pr(�ect Westar Building 701 REDMOND,WA 98073 FAX: (206)881-5441 Addte-ss 17301 51st Ave NE CLIENT Westar Properties CttX Arlington 4TTN Larry Enginec., Swenson Say Faget ACORES$ PO Box 3339 Arrbitr=t Gary Parkinson Arlington,WA 98223 Coritractot DKS,Inc Omer None Permit No 95-1837 __..� ---.... ..... -------- �EL AAA s REPORTED BATCH DATA __ .....,.-..-. _,. ..._. _._ --------- SUPPLtER'T _ _. Associated PLANT Nn. Q JOB MtX csrw>nir rvPt 1/I MIX NUMBER s 40 OESl � 4C7UA4: , fi f3t47NIT - GgNCRt fE�] TIME 71U(,K I TICKET °k AIR WICHT GI»M 517 - aRouT❑ 9:47 92 205183 4.5 67 33 fi MORTARQ 11:23 1 42 205233 4.5 66 38 OTHER ...., . .....: 1968 �C�X BEAMS s� :: 1486 — k 1=A$ #:; PRISMs, SIGN STR13ifi 3000 PsIM ! 28g`> F1vtR{ 15.7 GROUTED frL�P C#FICA'F fr3t+l; 5 TOT COMPS f l C 17 268 UNGROUT® A1C SPECiFICRTIQN — I i ADMIXTUR --- CC 1% —_ -- ------------ PLACEMENT AREA AIRI ORW'r ~ Grid E to G 1 to 6 line. nx/cwr FO CO INGS 1NALl.B caujMNS WA'r>»l2;ApD GRADE SEAM$r GON---- h10E 01~V�tf7Ftlf 3LABIDE6,:: -,..._ i— to.. IrilJ ftert78l/!dr/�HGtBd At'e: ES i'li INS NON_ I earilr: ._ 1 CO NFORM N.G aFIQQ 3651 :.❑...-----rQ ppr oved Ptans ;fN R. L. Otto ---------- ------ ------ w CAST-DAT .l 12-5-95 :>< ��tttoh yett' , •':•,�. ,y - •• .. v �"i�lf li3i#` fVlih `� .11(t►Tl 8E'E TESTED PER% .:.. f:;:::::: 8 Nd 9571 12-12 7 6x12 28.27 118630 4200 1 9572 1-2-96 28 6x12 28.27 1 9573 1-2-96 28 6x12 28.27 1 TsPIi=Y 9574 12-12 7 6x12 28.27 111540 3950 2 9575 1-2-96 28 6x12 28.27 2 CMTW"00 9576 1-2-96 28 6x12 28.27 2 I3uxurat "` ' Scott Brown fM Corrtortrursg F.":;;>: Nor►ConfotYrdng opies To MAILED ' ;Rv #13vi M. Jeon r .owner IF ,Contractor THIS REPORT APPLIES ONLY TO THE ITEMS TESTED OR REPORTED,AND MAY BE Engineer - Architect- REPRODUCED IN FULL WITH WRITTEN APPROVAL OF AAR TESTING LABORATORIES, INC. Building Dept. r Other u � � V ■ ■ mom ■ ■ 1 ■ ii 16 ■ ■ ■ ■ ■ ■ ■ ■ MEN ■ ■ 111� ■ ME La • ME ME 1. ■ ■ ■NMI ME ME ME ■ ■ M 1 ■ ■ NONE ■ - Ic Test Report No: 16569 MATERIAL TEST REPORT A.A.R. TESTING LABORATORY, INC. File No 95420 Date; 12-1-95 P.O.BOX 2523 Phone:(206)881-5812 project - ! Westar Building 701 REDMOND,WA 98073 FAX: (206)881-5441 Address 17301 51st Ave NE CLIENT Westar Properties Cry Arlington ATTN Larry En94iei�rl' Swenson Say Faget ADDRESS PO Box 3339 Architect` Gary Parkinson Arlington,WA 98223 Contractor DKS,Inc Owner None emit No ... ...... .. .. m..... _..._ E` D - ;REPORTED BATCH DATA m, SUPPLIER ASSOCIat@d 38 MEN i CEMENT TYPE I-II MIX NUMBER 40 F� a.� : T�ESl it ACruA)K f..MID&I F; XEIt.>p�117Afi'!' I COfi3CriETEFREICKlM tLGK j(�K3�Qli 11Ff $bIIN[P CONC Alit WEK9Fi'# GROUT 9:05 90 204888 4.25 63 45 W CEM ' 517 MORTARI� 10:15 52 204899 4.75 1 67 45 cCl:tldls 1868 OTHER❑ 5AlJ I'8S 1470 r-LEX BEAMS[] `PRISMS Jw1 8 Gftil; l k 3000 I p$3' 28 C tYS y S 0 17.5 _ GROUTED ,,•.. 0 4 TtltY) rCLl7 200 ADlf+lx'Ci1t21wS UNgROUTED h :: .:.At-.;• ..>::..:':, A::....: 1% CC y� PLACEMENT AREA i ouc f _._. ENTRAIN nx�c FOOT Grid I to K 1 to 5 line. _ WALL$ COLurAN GRADE BEAMS : :. :z::s> ::: x;;.:.::_>,zB - k«#: MA NCE OF.WO A RK 'i SLAB/DECK Ill'ltemsIj s�ected,Ares .. SLAB CONFORMING PILING f� NON CONFORMINQ UTH R' tjF �Rr # T'•N�QI 13636 [To Approved PEens R. L. Otto YV .'.. .. .n'1.:::'::::.:.`;?•.r..:„Y'SYv"?:Y+.nr :,:1.i.- y ]: : :.CA5TEl1k 12-1-95 "Shear !f?: TES Plit.1 .. a >, :°:..:.. '. ? :"$ TESTED PER: IVO IAA :i; :ilR ;:.ik1 %t �s x .�c?; ASTMf G9 X 9481 12-8 7 6x12 128.27 `105330 3730 1 AASHTUT21 9482 12-29 28 6x12 28.27 1 OTHEit'" 9483 12-29 28 6x12 28.27 1 ±!SPEGIFY 9488 12-8 7 6x12 28.27 108740 3850 2 9485 12-29 28 6x12 28.27 2 Co►t> �A 9486 12-29 28 6x12 28.27 2 Contn _:•. Scott Brown r�nn Cnnforria Li Copies To MAILED 2 �'I` IF> t�YYEA `fl' Mark Jeon r Owner r Contractor THIS REPORT APPLIES ONLY TO THE ITEMS TESTED OR REPORTED,AND MAY BE Engineer Ix' Arrttstect REPRODUCED IN FULL WITH WRITTEN APPROVAL OF AAR TESTING LABORATORIES, INC. Suildl[ig t3ept. Other 1. 000 ■ Test Report No: 16553 MATERIAL TEST REPORT A.A.R. TESTING LABORATORY, INC. File No 95-420 11-16-95 P.O. BOX 2523 Phone:(206)881-5812 Project ' Westar Building 701 REDMOND,WA 98073 FAX: (206)881-5441 Address 17301 51 st Ave NE City CLIENT Westar Properties Arlington ATTN Larry enginea'' Swenson Say Faget ADDRESS ' PO Box 3339 Architect Gary Parkinson Arlington,WA 98223 Contractor DKS,Inc <'Owner None Permit No 95-1837 .._--------------------------- ._...... ... ................. ... .._ ...................... _...__..._ FIELD DATA � I REPORTED BATCH DATA 11 -- SUPPLIER; Associated PLANT Nf?7 MIX'Nt3ME31Rx *1 �?E51GN ACT Ai J _.... Mlx I CONCRETE X TIIN�I TREICKa1�:.TiCK�TPTO .1ri;AIli. :81�UMP,, ,CONC GEM LS$ 470 aRptll 3 8:40 52 203668 .75 67 50 _ - - �-Ash lBS MORTAR c Aa l d5 2002 OTHER SAND:Las 1449 I€_LY€ EAMS F ASH L & PRISPAS ,DESIGN STRENC3TH 3000 A .t 28 wT 15.5 G_al Hot GRDUTE!} 6Lt�MP SP CIFiCAfIK?tit 4 �'f1�'t CUNDS Pl,:0 103.5 w JX'f�i1 S EE ADM UNGROUTED AIR SPECIFICATION PLACEMENT AREA< AM ............. Grid Fot7T1N.fNS Grid line A to B & B to C 1 to 3.5 line. ENTRAIN ozicwx Ct?C,t7MNS _........ ONFORMAhtCE OI»WORK GRApEll MS IR MARKS, C -- - - -------- ------ - AIJ Items Ins ctod-re SLAW ECK Mix is an approved mix by eng. CC was ok by project manager. This _r.T N& _. 5U4 info was given to me by super. CONFORMtK a 'lLIIIKa NON coNtil OTH,e(t REFERENCE FIELD REPORT NO:, 13641 Approved pta _. REVlEWp;I -- INSP�CTOI� R. L. Otto _-- ------- --- — - - -- --- --- -----— M. - ------ —77 TEST STRENGTH . :,. GA5'.. .... s i 1 16 9a � FRACGJRE TYPE(it,�;t titan o - �tE1.Ll Adc a 5173+ ;AREA :MGHT MAX I.QACI 5�lQENCi?H NA GiJR t lf5i {!N) (SQ!N) # (LDS) (k BUS) (PS11.. . _. 9167 11-23 7 6x12 28.27 94690 3350 1/2 `aAstt1' 2: 9168 12-14 28 6x12 28.27 143950 50 1/2 ``' , ' "' 9169 12-14 28 6x12 28.27 140120 4960 1/2 ` ,<:<: con�tes�r+a Scoff <: IFtexur�i -- :� -�Coniamtikt Copies To MAILED O �a�a{ VIEWEt38Y Mark Beon n Non Conforrr�ng Owner r contractor THIS REPORT APPLIES ONLY TO THE ITEMS TESTED OR REPORTED,AND MAY BE rx- Engineer W Architect REPRODUCED IN FULL WITH WRITTEN APPROVAL OF AAR TESTING LABORATORIES, INC. rx- Building Dept_ r Older :I: F� �a - - - _ _ _ _ � _ � _ s _ _ _ i _ ^� ' - — - - - - - =�..��� - - _. _ � _ - �—=-r - _ - - • � .y Test Report No: 16663 MAT1 RI L..T�.ST��PE�.RT ..:...... . A.A.R. TESTING LABORATORY, INC. File No 95420 Date 11-20-95 P.O.BOX 2523 Phone:(206)881-5812 hra}ect Westar Building 701 REDMOND,WA 98073 FAX: (206)881-5441 Address 17301 51st Ave NE CLIENT Westar Properties city Arlington AT71V Larry Engineer Swenson Say Faget ADDRESS PO Box 3339 Architect Gary Parkinson Arlington,WA 98223 irontradcu DKS,Inc Owner None Permit No : 95-1837 ------------------------- _._.............. - - .......... ......... .. ....T.. _... _-.._..T -.. -- ...-_-_-...-._.T_ jL ''®AT ► ftEPQ427ED BATt H DATA S!€ Associated PLAN T N(J'�— i;:ue Iwix cEvnra TYpET I/I ACTt3 MIX N m'"fix 40TEM -- .................... IGN AL 43R914 J 8:50 1 54 1 203944 1 3.75 62 1 34 MORTAL 10:15 83+n3995 4.25 65 _ _45 1968 Ft IEX 8EAMS 1470 PRISMS E)I^SION STRENGTH 3000 :: : ':.:' 28Iz WM GRnI;<TEi? st SNIP SPECtF1CA�ityi 4.25 17 :'1tktltxl #' F 304.5 liNC3RQll7 fit? IXTURE AIR SPECIFICATION PLACEMENT AREA >::;:j :.. c' :. AIR A71GW t FooTiGs C to E line & 1 to 6 line. ENTRAIN WTI v W1t1„4S GRADE BEAMS REMAR3C5''' SLABIDECIf 5 X PILINQ c" aTtat a� REEEiNC lI�q REPOiiI It�O 136431 ... .j ' WSKCTORs R. L. Otto T §tR' ENGTli �;•T. QATE i"joa curie) ''Cone & S[,Jit ram• _--. ID O TEST FIELD, AGE 0 95 3i� f�f2Erll�SM�1�11�#MWC Ltydq�: S'l�Ft�Ntii�tl SET TEST PER: NO DATE CURE (DAYS) "{ICE) i8Q11#}: (l>35► ; j.... 14!} .:.p NO ASTM G,39 9269 11-27 7 6x12 28.27 125470 4440 1 AASHTOT22 9270 12-18 28 6x12 28.27 *162370 5740 1 OTHER"" 9271 12-18 28 6x12 28.27 164450 5820 1 Pl:GI !l 9272 11-27 7 6x12 28.27 122370 4330 2 9273 12-18 28 6x12 28.27 159690 5650 2 9274 12-18 28 6x12 28.27 164940 — — TI~STEi BYt Scott Brown Zot;_1 �Nforrrgng ��s TO MAILED Z' la.�,, V1EWED 8Y.1M. Jeon Owner Ix Contractor THIS REPORT APPLIES ONLY TO THE ITEMS TESTED OR REPORTED,AND MAY BE Ix Engineer IL("x Architect REPRODUCED IN FULL WITH WRITTEN APPROVAL OF AAR TESTING LABORATORIES, INC. lx Building Dept. Other rr I I mmdr�- F . _ ■ OWN 1 ■ ■ Test Report No: 13655 FOLD REPORT - A.A.R. TESTING LABORATORY, INC. File No. 95420 Qate ( 12-18-95f P.O.BOX 2523 Phone:(206)881-5812 project Westar Building 701 REDMOND,WA 98073 FAX: (206)881-5441 Address 17301 51st Ave NE CLIENT Westar Properties City Arlington ATTN Larry Engineer Swenson Say Faget ADDRESS PO Box 3339 Architect Gary Parkinson Arlington,WA 98223 Contrattai DKS,Inc Owner None 1 Pertnit No 95-1837 i INSPECTION'PERFORMED RE RLf:D CONCRETE ❑ #DER OAST PiLIfVC3T__ - _ _ _... �FZi»fi+Jll«#`� i!»I�xi�'l�'&E)�I.RY _ ..:. .._.... � ❑ �I�l••p�:H�AMS - -• STRUCTUR S7 EEC FAURi ATl i l _. . r __ .......__. ........ _ __._._ STRUCTURAL« STEEL ERECT#ON ❑ 40LU.M.NS S-'HOTCRET' ' ❑ LJa '8i ORACLE H .................. !OT ERS ON 1.301,,rs ❑ TRUC fURAi» l Ala ❑ P T SLAB ❑�4T�tER;{Spar y�:',] ❑ EOTHER(Specify) SPECIFIC LOCATION(S) GRIDS:!!IPanels# 1-52 & 8, 4x panels. �1- i REMARKS: ----..-.:.--.._.-..--- - ----- - - - -- ----------------------- - ------ .... Panel #52 not started, #45 man door is being moved & rebar will need to by corrected. CONCRETE GROUT SUPPLIER:! MIJi N0 SUPPLIER OR JOB MIX:; .., FitIX>NA MATERIAL r= Rt* ; SLUMP()n): lXfkl'lo MATERIAL TEST REP r NUMBERd TOTAL YARR;T,Ei AC.) f TOTAL GUY� F�4D', µ }'ZfffAniDWOU ;�AM1 ,4. r 111 GONGRETE TEMp,(I?gg F), 'IIMt � OE1#TEMIP(UEIg'F), 3:i> IMe AIR TEMPERA'T13RE Y Att2 TEMPE,gATURE jR!q Fj MORTAR: ac rrwveov w� t�tN caHv wir�t.. o>w BUILDING DEPARTMEAtT APPRo�`pL,ANS' > .. x I SLUM DESIjE I YES. �J �ffO I Li NUMBER OF SAMPLES LAIN�� : (IF NO,EXP -__—_- --- MORTAR TEMP(Degi.-k II.. ------ �........._...�tltis�'I�MMi► tT,ut:�:t .... ... EE 1,NSPECTOW1 R. L. Otto REVTE. WED.1 _ L Mal k deo, C4}�ies Ttt MAILED: . f Owner fX Contractor THIS REPORT APPLIES ONLY TO THE ITEMS TESTED OR REPORTED,AND MAY BE Engineer �lrchit�ct REPRODUCED IN FULL WITH WRITTEN APPROVAL OF AAR TESTING LABORATORIES, INC. r Building Dept C7fher ?Y 1 I Test Report No: 13636 FIELD REPORT A.A.R. TESTING LABORATORY, INC. File No. 95-420 Bate --...3 12-1-95 P.O.BOX 2523 Phone:(206)881-5812 Project Westar Building 701 REDMOND,WA 98073 FAX: (206)881-5441 Address 17301 51st Ave NE CLIENT City - Arlington Westar Properties engineer Swenson Say Faget ATFN Larry ADDRESS PO Box 3339 Arahiiect Gary Parkinson Contractor DKS,Inc Arlington,WA 98223 Owner None Permit No 95-1837 INSPECTION PERFORMED .... ,. .. RESTEL ❑ OOTINGs REINFORCEq CUNCF2 t T ! ❑ SAUCER CAST FILING REINFORCED STEEL RY ❑ GRA13t Df 1�M5 STRUCTURAL�L� STEEL FABRICATION i, ❑ ALLS STRUCTURAL. STEEL ERECTION El &OLUMNS SF(OTCRETE ® ,.LAB ON GRADE. XPANSiQN BOLTS ❑ TRUCTURAL SLAB i - - OThlE $, tl t. SPECIFIC LOCATION (S) GRIDSGrid I to K 1 to 5 line. - -- ---- - REAI�AttICS.' CONCRETE k . :,:;- a �.:m a: .;* 4 f E SUPPLIER:' ASSOC. MIX.NQ 40 SUPPLIER OR JOB MIX: �:i. MATERIAL TEST REP# 16569 S MII.NR= u' MATERIALTESTREP#i SLUMP(In)v 4 25 -4.75IF >' : __ ---------- DESIGN _. STRENGTH(PSI): 3000 i S!~UMP- ,�a111�}� R•�I1;j�^u#} NUMBER OF SAMPLES: 6- 6x12 ~TOTAL CQ.�tYAJW P:k:. CE£1. 200 t TYPE AND Na or SAMpIE,� cor3cREE'IM!»rbeg ie 63/67 t 9:05n0:15 GROUT TEMP :r ;: AIR TEMPERATURE(Deg F} AIDi1MliR `ltk 45/45 MORTAR ALL aEmsAeovewERE INCONFORAIANCE WITH TYPE OF MORTAR, LTL N: BUILDING DEPARTMENT APPROVED PLANS,, MATERIAL,.�ES-T�R S -- - DESIGN STRENW.H; . �._ YES ,.� IN .:NO NCfI`it iC PLES; (It NQ, t�LA --- - MORTAR TEMP(Dee F). TIME: L� AIR. MPERATUF;E+v R. L._Otto — -IIVkt� Mark i-- - opies Ta MAILED: r Owner -Cgntrstclpr THIS REPORT APPLIES ONLY TO THE ITEMS TESTED OR REPORTED,AND MAY BE Engineer IK ,,Architect REPRODUCED IN FULL WITH WRITTEN APPROVAL OF AAR TESTING LABORATORIES, INC. Building Dept. Other I _ _ _ .i -- ,. _ � � 3. J � I I r ��r�� � � � 1 F� � � F � � I I f Test Report No: 13651 FIM REPORT A.A.R. TESTING LABORATORY, INC. F f 'AW 95-420 C1ale. 12-4-95 P.O.BOX 2523 Phone:(206)881-5812 Project Westar Building 701 REDMOND,WA 98073 FAX: (206)881-5441 Address 17301 51st Ave NE CLIENT Wester Properties City Arlington ATTN Larry lingineer Swenson Say Faget ,ADDRESS PO Box 3339 Architect Gary Parkinson ff Arlington,WA 98223 Contractor DKS,Inc Owner None Permit No 95-1837 I- INSPECTION PERFORMED _... _ �� ❑ Et;7C31'INGS i ►2{�II�1�'QRC tt C,C I[ TE ❑ Y!71ER CAST PILING l28TEE ---IZ�I t«�il� I�IVIA EY ,, ❑ GRADE BEAMS S.RUCTURAL S I Rol;JFAB3 'A MIN ❑ WALLS 'CRUCTURAL STEEL, 6RK-TiQN ❑ iCOLUMNS;- �HO`!-CRETE ® ,5LAE3 C?N C3RADE _ XPA�NSIO V 8OLTS _W... W ❑ STRUCTURAL SLAB q?tIERISPPcil i ❑ fR T. SLAB _ - - - _ OTHER{SPeaify}... ❑ 61�I�I`StY}..---`.:� ------- SPECIFIC LOCATION (S) GRIDS:';Grid E to G 1 to 6 line. i REMARKS ,.:..:..'.; .... .-: ---_ .._---_.-"-----._�..'.�._. .. K v::- } ..i':....... 1.}}:•T:" L::. ... CONCRETE SiJPPLfE .. ' Associated ,MiX Np 40 SUPPI.EL OR JOEi MtX. _. _ ntA> ttAi. 1" k 16571 wnl�'Np SLt1MP(ftt„ 4.5 . 4.5 .iili ! MA€ERlAt o�SIC#lriGt 'I 3000 siurnP; r1t C61 tc1F sAMft lE 3 6- 6x12 TOTAL YAR6'fPL--AC L)S PI 11Glq :._... 268 _ �'YPIt, NO or sAFAi'1.��; E. ( '9 ) 67, 66 <' l 9:47,11:23 Rf3lrT75 AIRTi»Mf' RATUt6:tpgg 33. 38 AIR 7EMCiAEt11R 'I F}' NIOf�tAl� . ALY Ci'EMS1i�101�� RE 11YGQNF f2M1iNG£�`tSFl:rf� f TYPE OF NIQRIAi� IBUILDJAfG DEPARTMENT APPROVED PLANS,- T f�> MATERiRi a..T 1°t _._ SLUMP >i> 41+ iSl`I .. YES ,Nt1MIagR -- - - MORTAR'1'I Ml t i ' T1ME' - - - - AIR TEMPERAI - 1NSFEGTOR R. L. Otto REV1itiiJ ' Copies Tv MAILED: - Owner Fx- ci-)njraetot THIS REPORT APPLIES ONLY TO THE ITEMS TESTED OR REPORTED,AND MAY BE IK Engineor bw Architect REPRODUCED IN FULL WITH WRITTEN APPROVAL OF AAR TESTING LABORATORIES, INC. Building Dept. � tlttter � 1 1 Ir — 1 T'an Test Report No: 16563 MATERIAL TEST`'REPaR" File No Date 11-20-95 A.A.R. TESTING LABORATORY, INC. 9'v 95-420 t P.O. BOX 2523 Phone:(206)881-5812 `Prooct Westar Building 701 REDMOND,WA 98073 FAX: (206)881-5441 Address 17301 51st Ave NE CLIENT Westar Properties City Arlington ATTN Larry Engirteer Swenson Say Faget ADDRESS PO Box 3339 Architect =s Gary Parkinson Arlington,WA 98223 Contractosz' DKS,Inc Omer c None Permit No 95-1837 ---------------------- - - _........................__----- ----- - -....- IEL� DATA BATCH DATA . -�— - PLAN1 IX1iF Q JOB MtX CEMENT TYPE: ICI I SUPPLIER' Associated ^- MIX NUMBER,! 40 F..; (C F) YEILfJ1Uf�l€ t5i Si�N —J .w WDG14T MIX N0 Cf7NCF2f C 71M!~ TRUCK*'`7 tCKs T NO 9fi AI>1 :.; i ?!!IC, At12 _ u; !> ---- CEM L:6S 517 _ GROU1.> 8:50 ~ 54 203944 3.75 62 34 a is MORTA,. 10:15 83 203995 4.25 65 45 AGO ..t»E�S 1968 OTHER SAND l_SS 1470 � FLEX eEAMS1] PRisms I ;S' RE�IC3Tl±) 3000 " "" 28 W - �ASN +�t3S R GROUT!_t) L-ttthlp qR�T 4.25 .� . :>.::>.....:a:.:,. ;:.#3t� :,'',. q 304 5 AipMIXTUR-ES.. UNGROUTER AIR:SPEEiIQN -- ---- CC 1% �,y�.o PLACEitl1ENT AREA - aili - oucwT _... ..... .... .- --- - W :.. _._ W- �._.. I ENTRAINo rGwT FOOTM"6 C to E line & 1 to 6 line. -. .. WAI„I�S. WATEf2A5DEt), COLIlMIf --- - {. _ -------- - .....- .. _r _ � CONFORMANCE OF WpRK . GRADE IB AMS - REMARKS ......., SLASIDE.C„. Alt Items-lnspected:Are< SLAF3 CONFORMING < PILIM1{Q . NON CONFORMING T OTHER"" I 0 ...... 13643 To Approved Mans w,.._. ..�._. — - INsP>rG7nR R. L. Otto CAS EAT : 11-20-95 f i 4GTl1t TYPE jl atkier the3ktrOq! 1l3 1+E trIELtT Aar l 5tZE AREA tNl�fdN1< )NAX LQllt s i i 1 N <S> T :; "1')r$1' !»Et DATE GE3F2f (DAYS) (IN) { sSRIPv) JLSS) (LB$S (PSI) NO 9269 11-27 7 - 6x12 28.27 ~ 125470 y 4440� 1 '`: .. 9270 12-18 28 6x12 28.27 9271 12-18 1 28 6x12 28.27 9272 11-27 7 6x12 28.27 122370 4330 2 9273 12-18 28 6x12 28.27 2 Cdrr>pts€ve 9274 12-18 28 6x12 28.27 2 PtetxtYral Scott Brown CoIntortrungl Z Non Ca04* MAILED tBWtfE` M. Jeon Copies To - Owner Con€rector THIS REPORT APPLIES ONLY TO THE ITEMS TESTED OR REPORTED,AND MAY BE ,Engineer ArcbiteGt REPRODUCED IN FULL WITH WRITTEN APPROVAL OF AAR TESTING LABORATORIES, INC. Building Dept r <Other - 1 - Test Report No: 13649 FIELD 'REPORT - A.A.R. TESTING LABORATORY, INC. File No. " 95-420 :Date. L12-4-95 P.O. BOX 2523 Phone:(206)881-5812 Project Westar Building 701 REDMOND,WA 98073 FAX: (206)881-5441 Address 17301 51st Ave NE CLIENT City rArlington Westar Properties ATTN Larry Engineer Swenson Say Faget ADDRESS PO Box 3339 Architect Gary Parkinson I Contractor DKS,Inc ' Arlington,WA 98223 Owner None Permit No 95-1837 - INSPECTION PERFORMED - . - - m _ E21»11k71»I» ❑ FOOTINGS IfDRCEIa swQMCRPiL T: ❑ AUC3ER EAST PiLIfitC7 - M k".A0.�.cED MA_S0NRY ❑ GRARE k3I»AMS _. u,.__ TRUCTURAL STEEL_ FABRI--ATION ❑ "WALLS `fRUCTURAL STEEL. ERECTION ❑ COLUMNS EOICRETE ® .5LAI3''ON�RAt7E EXPANSION BQi.�`� 4 ❑ ESTRUCTURAL SLAB �3!THER iSect s ❑ P C 5LA8 OTN R: Spec fyL El �QTN R�Spec,ty� SPECIFIC LOCATION (S) GRIDS:!Fird G to H 1 to 5 &J to K 2 to 4 line. • --------------- On concrete placement for 12-1-95 field report#13636 grid line reads I to K 1 to 5 should have been read H to J 1 to 5 line. CONCRETE FGROUT SiJIaPLI F' Associated 40 1 ' _ SUPPLIER OR JOB MF MATRt : , T`RF�119r 16570 I _ Mlx'I 4.5 4.5 '>I!ftlE > o MATERIALTisiRitip:�; iE' ,.:.ij 3000 SLUMP: . X�l"•►'# 4 H(PSi} .. >$Ar ................l+r 189 TYPF D NO sAM v3 aM 6? 8:57.10:40 QROU1 TEMI;flf?eg>~) xt. c <:'tI#113 a <:>> IIt5i1 3437 _ >. .'. •,..�,.,�I . : f..:::... AIR-TEMP�!'2A'tljREf EIS F� MORTA AGL`7TAB01/ ''W�TRE1lSt° QJlIF9RMANCE'YYITFt TYPE OF MOR7Li BUILDJNGDEFaRrA4Exr APPROVED PLANS, IEA?i�.RtAt.7 ST t E*i1 - - . _. YES , NO:L I SLUMP --AR .... -- l�uiaa+"P (IF Nasl�tpr�al� . ._. AIR;;TIMPE MQRTf MP lDe#t~j ^�1IN1r �1 . R. L. Otto REVIEWED:! - Copies To MAILED: — �: Owner Caetr=cttir THIS REPORT APPLIES ONLY TO THE ITEMS TESTED OR REPORTED,AND MAYBE Engineer ( Archieect REPRODUCED IN FULL WITH WRITTEN APPROVAL OF AAR TESTING LABORATORIES, INC. Building Dept. Other I ' Y�1 1 V • 1 I — tc I I I Test Report No: 18368 MATERIAL TEST REPO T A.A.R. TESTING LABORATORY, INC. 95-420 na{e; 11-8-95 P.O. BOX 2523 Phone:(206)881-5812 project Westar Building 701 REDMOND,WA 98073 FAX: (206)881-5441 Address 17301 51st Ave NE CLIENT Westar Properties city Arlington ATTN Larry Eng4wer Swenson Say Faget ADDRESS PO Box 339 Architect Gary Parkinson Arlington,WA 98223 Contractor DKS,Inc Owner None Permit No 1 95-1837 FIELD D SUPPLIER Associated mot: UM89 ::.: ..... ;..... ;.- :. ;:.... CONCRETE X 7ltyl�. ��CIt rW :'�'lltrKS7':I�TCt. '�:Af�t. 3l(tP .:��, 470 GROUT 11:50 92 202836 3.5 63 48 357 MORTAR 1646 C)THER 1421 FLEX IBEAMS PRtsMs: 3000 PSW 28 IAY :::.•.:,:. ....... 23 C�Ri#tI�T...,.. h::• .::. '....... :_..,::.. aRl+rE.::.::.. 4 _1'E3't' ifllGllS, t.�4Clp 60 . ;: AtiMtl4'fli�Sy I� Eta.. :. •;:;`<`�:.::>;:.:.�:>:�A1Ct$l���`#�ICA • cixrcu4 0 Wall footings, line A/5.7-6 +/- line 6/A-J, line J/4-6. � � 'i FQO'fC>aA ' ----- •-. ..:. .. ...: COED �w GRADE SEA REMARKS _... SLAWDEC Concrete placed by truck chute (tailgated) and consolidated with a Altftt>rrs7nspe .. .. <,< s vibrator. CONF NON GONF . OTHER,77 i3tE<Fe>tENCI«W p RWRXW 14996 7o Apfsroved Pla rs :'. f IhIStyECTOft GE Younq R � --- - -- ---- --- -- TES t` TRENGT - - - - - - ------ - CAS DATE:: 11-8-95 FRACTURE TYPE(It other than cone)j ID TEST FIFLD AGE SIZE AREA WEIGHT`• MAX LOAD i STRENGTH : SF-T TESTEAPER; 44 DATE, CURE 1 ([Jl#YS) (INi (SO ihf) (PSI) Nf, 8902 11-15 7 6x12 28.27 94490 3340 1 ... ;. 8903 12- 6 28 6x12 28.27 138310 4890 1 8904 12- 6 28 6x12 28.27 129450 4580 1 rown Scott B }�Ean C�lilliot�ng Copies To MAILED L-L-7 f2 V1 l+1tF 1 sY Mark Jeon iJwnerCtintrtictor THIS REPORT APPLIES ONLY TO THE ITEMS TESTED OR REPORTED,AND MAY BE Engineer Architect REPRODUCED IN FULL WITH WRITTEN APPROVAL OF AAR TESTING LABORATORIES, INC. r Building Dept. r Cktter - ., ., • - - - - - - - _ _ . � - ,+ - � � I I I _ � - � i� _ _ _ _ � I I N � �«� own � � � � ��� _. __ `.�� -. Test Report No: 18801 MATERIAL TEST REPORT A.A.R. TESTING LABORATORY, INC. File:No 95-420 11-2-95 P.O.BOX 2523 Phone:(206)881-5812 Project Westar Building 701 REDMOND,WA 98073 FAX: (206)881-5"1 Address 17301 51stAve NE CLIENT Westar Properties City Arlington ATTN Larry -Engineer Swenson Say Faget ADDRESS PO Box 339 Archstect Gary Parkinson Arlington,WA 98223 Contractor DKS,Inc Owner None Permit No GS-1%3-7 FIELD DATA - _ -. F l REPORTED BATCH DATA w - fW SUPPLIER. 1 - - -- PI ANT NO I-II _ Associated � _ 1 3 I —Q�•.�B�Itx G�MENT r'raE PJlIX NUMI ft>'. Vrz$GN, AC7UA(II—I _ TEMP(Deg F) YEILDIUNIT -_.--_..._._•...T 1 W!;ICiHT mix:Nfl CONCRETE TIfNE REICK# TICKET f+tn °h AIR SLIJIMP CCNyC AIR 11:15 89 2 GEM 470 t#3S GRAU7 02262 3.5 57 48 I F t�Gc t BS 470 MOR TAR357 c pGc 1646 1 SS; OTHER . FEEx eEAMs] ^� -SANE' L 1421 PRISMs DESIGN STRFi1t3 >li 4000 r ' 28 ;. Di.YS ASH l.aS! —� t-t VYPRI 22.75 GROISTEDu 9k3IMP-� CIF-1-6- ,- 4 TE7'f'CEllY0 f liA"D 59.5 - _ . UNGROU.TED AIR SPEGiFICAtI- ADM1XTtJRES p --- r PLAGMENT AREA -..AIR [>7JW f ENTRAIN J (1-6) and K(2-5). OZJCWT COLt31V1 .5 Q1 GRADE SEA -, 12EI1ARKS` -' W SLASIDECK Placed by truck and mechanically vibrated. All steel placed and sized AkHstns.11?IBtaedAAte S. b approved PP roved plans. C NFg1 MIN 111 x I9 tow 14801 Approvoc Pis IN9 S. Heriastad W; :<_ MEN _ 11-2-9 .: :1,. t:..14'v.H.i'.$; `'.. -+.%'^'.. ...�:.rl.,Cl::2:ii :.;4:$.: yyr .:- .�--'-•• t:.K: S "� 9: 8749 11-9 7 6x12 28.27 92280 3260 1 ?€A9i8'., F 8750 11-30 28 6x12 28.27 14780 52301 OT�iER 8751 11-30 28 6x12 1 28.27 14 440 5290 1 'sPECIFY� �gtgl� x — IPiexura C own ontg Scott Br "Non Copies To MAILED 1a_-� �rt>«VltllltY Mark Jeong 'coalto Owner \w contractor THIS REPORT APPLIES ONLY TO THE ITEMS TESTED OR REPORTED,AND MAY BE rx .lKnginrer`` Architect REPRODUCED IN FULL WITH WRITTEN APPROVAL OF AAR TESTING LABORATORIES, :;.:. x: INC. Building Dept Otter �� i i i . _ ", ► l � - -T _ :. _ _, _ :Y � � - Test Report No: 17778 MATERIAL TEST`REPORT `> A.A.R. TESTING LABORATORY, INC. File No 95-420 Date; 11-1-95 P.O. BOX 2523 Phone:(206)881-5812 .1?ro- ct Westar Building 701 REDMOND,WA 98073 FAX: (206)881-5"11 Addt+ess 17301 51st Ave NE CLIENT Westar Properties Glty Arlington ATTN Larry engineer. Swenson Say Faget ADDRESS PO Box 339 Araitit"t Gary Parkinson Arlington,WA 98223 Conttactor DKS,Inc r,wner None Permit No 95-1837 1.... _._ .-...... ------------- .... .... ......... lE .l DATAREPO►REPORTED BATCH DATA sURPLtEI Associated PLRNT NEi 3 Jflt3 MIX GEn4EM1IT TYPE �.._ . . s W _. ». I I I hilt NtiMR* 1 — -- nsslcly '. Acru TEMP(Deg Fj Y81I.DtrrlNIT - r .. + g1Cl8. 1fINl ,'..: #lE1GK t1CK9C,tYV .9frAIR .SLUMP CgNC �M�X(+f0 470 2:30 083 202165 2.5 62 56 356 1659 f FHS sANQ iIft1563 #�ISMs, i $#!>i[�I S 'tilkk 4000 p9# 28 DRYS A$N 4..: L aaaktt 4 rcrrEallcslcCJ 110wTft 184 lJiV 3ttgrdYEb ADMIXTURES r.::.. FAIR ©ZlCWT _ FAQISS XI Grid A from 1 to 6.5/Grid 1 from A to G. ENTRAIN E ocwr GOl.tll4fht -WATER ApYit:p -- CONEORMANC",. DRK - GR ICIL f1LA . , REMARKS` 0.. . ..............._ -- ..... 8>~Aellq�c:., Witnessed placement of reinforcement and concrete at the above Ali items inspected Are, loction and found it to comply with plans and specs. TM CONFORM-INGO - st•:...•.:. NON CONFORMING] 01HLf,'!!` F Nf`rkpRT fVO ......_ 14822 i 7"a Approved Plans (N51Yi D. Biorklund ( RFIVvp) TT BEST STRENGTH _ -: - _----------------— --- CASTDATI; _... 11-1-95 FRACTUfM TYPE(ifother than cone)' Irl TEST FIELD L3 AGt Sly AREA VWIGH f MAY LaAD STR 1t3Th# SI T TES EDPER. N4 QAT CURE (DAYS] : (Lasj (i,3sj (PStj NO AS7till;t"., 4 8719 11 8 7 6x12 28.27 u80090 2830 1 € AASHTO:122 8720 11-29 28 6x12 28.27 146860 5190 1 OTHEi2"` 8721 11-29 28 6x12 28.27 149870 5300 1 'SPECIFY LL Scott Bromr --�4LNoh Canfo q(#JLi opies'Ta MAILED �� I a_� RI11381MiiY Mark Jeon CW Owner : :ontrclar THIS REPORT APPLIES ONLY TO THE ITEMS TESTED OR REPORTED,AND MAY BE Engineer ArChltect REPRODUCED IN FULL WITH WRITTEN APPROVAL OF AAR TESTING LABORATORIES, INC. r'Building Dept cxiner w I I I y r 4 1 C 1i I y p v' C C n u_ ° u O � cJ S •� � �' o Lw E C cc onF. 0. *0 U � V � V' I aui a i � y 3 o � y u "C o PC ai Q o v 0 O O p V 6� cl U G � � ►� � w w G� w r" �1 O O A ° a5' W : z_ ` S 0 CM W � J � IL 1\ z W L !r Wcs � ^ `;' N � r QLij � aX a a �— 4) LL ea A A o o wy NCD C6 a �v O o o a0, Ca .w. 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Mr. Larry Dunn Weststar Properties, Inc. o P.O. Box 3339 Arlington, WA 98223 Project: Weststar Building #701 Job # 15695 51 st Ave. NE & 173 rd St. NE Arlington, WA INSPECTION REPORTS 10-25-95 Arrived at jobsite to take compaction tests as requested. Performed 4 compaction tests on footings on H and J line. Proctor test was not completed at time of testing on this material. Proctor completed on 10-26-95, showing compaction less than 95%. Mike King advised,they will bring in hoe pack and recompact. INSPECTOR: Guy Booker 10-27-95 Conducted in place density tests for the overexcavated footing at the E-W footing along the south end of the building. Percent compaction of the first V-0 lift was 87% to 92%. Contractor plans to add water and try different compaction equipment. He will call to reschedule inspection. INSPECTOR: Mike Dolder 10-30-95 Continued inspection of backfill on the south footing line. Found the first lift placed in a firm and unyielding condition. Contractor to continue to place the borrowed pit material (clean sand with gravel). He is placing it in 8"-10" lifts compacting and then adding water to further settle and compact. BMTE to test later. INSPECTOR: Mike Dolder 917 - 134th St. S.W., SuitF 4-1 • Everett, WA 98204 - (206) 740-9360 - FAX (206) 745-1737 -, A' f � �' y } c ❑ Z ❑ CL c C o z � � d N v V O w > H > i cr— Ltl O Q U : O y rn z z W iR CU UO \ Q z CL y d ~ A A y i Cl� Z F-f (A c o2i ? ~ y O �] Q ^ O� Q LL OH pp O ai > 3 0 p V w V Q Q a N C C 7 G O N Q W O O O ro } a LV `e ,�^ J Q >- � O C. a \ N (n Ci co 0 aQ z T T uLLI zcr -QZ E z w � . < N ` �o �*1 N H co c e A > Q', $ T O L wCLz E-i ON mC a 1O z z H ? c ca W Q au O O H rYl H L- > U N 300z J O O a L W �j LL LL 0 W cv O Q LU U N %rdPw_ ....-� rn V O \ a 1 f- H co tq ask m J 1,4 ,l� $ JA IL WW m a J J u F- F 5 .x` e S Q, N A U311NI1NUJ Nd311yd v 1N1` cj 3Sb31�d wns dwrn o6 4 0 x ?.j/ x ' 2. cr7 7/,C 47/ Slb3���IW p�Z o 4� E7/ / -,aL" C7 I /�-,cr72.. S c7 o - 2. 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