Loading...
9270-9500 SW MAPLEWOOD DRIVE-2 ?,i�j pIAIIIAWNIA�O'�M..� 1 ADDRESS: fy\\a.%n St rcck VAgL e� at fanno Crick ApA men rs &(IIWA *"lo v s fi E i:\records\microflmVargetstuilding.doc KEYWAY NAT. /Fanno reek 5e3g9e7314 p, 01 a. �CE:YTrpAY NAT=CWAL CORPC:)F21%-T=QN a'- i:. VILLAGE AT FANNC' CREEK PAPK y' FAX TRANfS►M:I'TZ'AL �'�� �' `''f I Telephone: P (503) 598-7775 FAX Number: (503) 59$-c93I SENDING TO : I aril.-- AX NO. ( ) IQ(N 2,97 COMPANY Date:_= � rA Pages (including cover)____ -_-_-_ ! REGARDING—���.�\r► Z S MESSAGE: `81 ZZ S�evR ails 2, ) C LIainl csk, .1tic �nc.`n C;an�rig 30 or FROKw /- - - (503) 598-7775 i cc I KEYWAY NAT. �F* )reek 503' 9673}4 Carlson Testing, Inc. Goocwhni=c C4nsulfing Q�PQFiT 4f 6 X 12 CONCRETE --� TE T5PE IMENS P.O. aux 23814 Tigard,Oregon 97281 Test Methods. ASTM C172/C143/C1064/C31/C1231/C39 Phone(503)684.3480 - FAX#034.0954 Dab Molded: 04/15 19 94 Job No. 93-9056 Permit No: - -.. .._._.__ .._. .... ..___ Cllent: GRAMOR DEVELOPMENT INC _., .._. Project: FANNO CREEK APARTMENTS 12572 SW MAIN ST TIGARD OR Address' — KEYWAY NATIONAL GROUP BIDFLL CONCRETE Contractor: __ pub Contractor LONESTAR NORTHWEST Ticket No,-Truck 04 192` 08- :-'11 Concrete Supplier --___--,- — No. _ ..._ B . O 'CONNOR 10 1 Cast By: -- - ---- Cu.Yds, _ _- .-Load No CLOUDY 55 40 Weather: -__-.- _ _ Temp.High: Ternp Low: �..._ Hl.DG - 022 STEM WALLS . Location of Placement' 3 ' O ____—Concrete Temp: —.___ _.._.....,._._. -1000 28 7" Strength Requirement: —. —__-- ____ __—. .__Psi A _—.—__deys siimp __ _ Cement'rype _ 0225 3/4 " Mix No./No,Sacks -_ Air Content _-- _- Max.Aggregale Admix.Amounl; _---Brand: ....-_ -------Admix.Amount: ___._._ -Brand: .._ _..., R Unit Report TestedSet Test® Register Date Date Total ; No. Days Number Rec'd Test Load Area PSI No. I �sv d 7 4723 04/18 04/2 72,951 1 18.38 2570 203 JEl 28 4723 04/18 05/1 107,790 ^� 1.N.40 900 209 28 4723 I 04/1,6 05/1 " 106,110 28.40 3740 209 I Remarks: C C 'CITY OFT I GARD _ __--! EIDE'L t, CONCRETE ,. .._.. _.._. KEl'IIAY NATIONAL. CORPORATION - * FOREMAN FOR PIDE:LL PUT IN 10 GALS. AFTFT? CYLINDERS WERE MADE AND SN -SAID--IR ADDED_.ANOTHIP-­ 35 GALS. BEFORE LOAD WAS EMPTY C ALSO CYT.TNDEFS WERE PLACYT) TN r7UPTNG KEYWRY NAT. -Fane25? Creek 5035967314 P. 02 1l/ I/vJ e r Carlson Testing, Inc. „ytructton In",cU.oii C"acotcchnWa! C mistilttug MAY, 19, 1994 0,0, BCX 23; #93-9058A Tigerd, nregnn 177.111 Phone(903)68a-30C Keyway National Corporation FAX 0 884.0:1:: 14045 SE 215th Court Boring, OR 97009 Re: Fanno Creek Apartments 12572 SW Main St. Tigard, OR 3" Concrete Cores Gentlemen: As requested, following are results of concrete core testing run cull three (3) core samples drilled from Building #22 foundation walls at above referenced project by our representative on May 17, 1994 , Core Test Total Correction No. Daus Load_ ALe-A PAL L Factor_ v _ 1 1 1 22,767 7 .065 3120 . 99 � 2 1. 23,549 7 .065 3330 . 99 3 1 37 , 962 12 .47 3010 . 99 Our reports pertain to the material tested/inspected only. Information contained herein s not to be reproduced, except in full, without prior authorization .from this ()ffice. If there are any further questions rFgnrding this matter , please do not hesitate to contact this office. Respectfully submitted, CARRLSON TESTIN INC. i V Douglas W. Leac President mbh Carlson Testing, Inc. Construction Inspection &Related Tests Geotechnical Consulting REPORT OF 6 X 12 CONCRETE SPECIMENS P.O. Box 23814 ASTM C172/Cl43/CI064/C31/Cl231/C39 Tigard,Oregon 97281 Test Methods: Phone(503,' 684-3460 04/26 94 93-9058 FAX#684-0954 Date Molded: 1g__ Job No. ____ Permit No: Client: GRAMOR DEVELOPMENT INC Project: FANNO CREEK APARTMENTS 12572 SW MAIN ST TIGARD OR Address: KEYWAY NAT,TONAL GROUP Contractor: ---Sub Contractor: ---- Concrete Supplier: LONESTAR NORTHWEST 116 194632 _Ticket No. H.P . MURPHY 20/60 2 Cast By: -----------Cu.Yds. -. Load No. Weather: OVERCAST 63 40 — ------------Ternp.High: ---- ._______aemp.Low: BUILDING 22 , FLOOR SLAB ON GRADE . LocatIonof Placement: 8:50 70 ---Test Time: Concrete Temp: 3000 28 4 -1/411 I "' Strength Requirement: ----------- PSI 0 --days Slump .---CementType 0226 3/4 Mix No./No,Sacks -----___._Air Gontant Max.Aggregate Admix.Amount: —.----Brand: Admix,Amount: --Brand: Set Test 0 Register Date Date Total Unit Re rt Tested No. Days Number Rec'd Test Load Area PSI ;T,)o By 8. 7 4871 04/28 05/0, 58,102 28.42 2040 206 ja 7 4871 04/28 05/0 . 59,280 28.42 2090 206 JB 28 4871 04/28 05/24 28 4871 04/28 05/2 Remarks: cc:CITY OF TIGARD , ----KErWAY NAT I ONAL Information contained herein Is not to be reproduced,except in full,withou!prior authorization from this office. 4,TTIM; 4 j Carlson 'Testing Inc. Construction Inspection &Related Tests Geotechnical Consulting ' 9 6 X 12 CONCRETE , REPORT OF TEST SPECIMENS p.0. Box 23814 t` ASTM C172/C143/C1064/C31/C'1231/C39/C231 Tigard, Oregon 97281 Test Methods: _ Ph.". (503)684-3460 FAX#684-0954 04/25 94 93-90513 Date Molded: _ —, 19 Job No. _ Permit No: __ T GRAMOR DEVELOPMENT INCA Client: f FANNO CREEK APARTMENTS Protect: 12572 SW MAIN ST Tl"GARD OR M1� Address: — — - -- -- - ---------- i,i` KEYWAY NATIONAL GROUP ,..,;.. Contractor. _ Duh Contractor: LONESTAR NORTHWEST Truck No. 11.4 —__TlcketNo. _194597-12 � 'as Concrete Supoller: __——------_--._.------_ -- JIM WOOL_F Cast By: -_- ----_. Cu.Yds. __ _....----_. — —Load No. — SUNNY � 44 Weather: _ — — Temp.High: _-----..---_Temp.Low: ;+ GARAGE SLABS FOR BLDG 022 . Loention of Placen{ent: 9: 30 r Test Time: Concrete Te p: 6 , JbOO Strength Requirement: __-PSI ® -_-days Slump _ Cement Type -234 Mix No/No.Sacks _—_ 7 0* - ------ Max,Aggregate Air Content ---- Ml(-.P(-) FIBER ALA Admix.Amount: —Rrand. ____—_ ____ —_.Admix.Amount: _—_Brand: Set Test® Register Date Date Total Area Unit Report Tested No. Days N umber Recd Test Load Pk No By 7 484 04/26 05/02 5`4,860 � 28.511890 205- 'JB AP 28 4842 04/26 05/2-? -� 2 t:3 4£x,,2 _04/26 05/2" - - -- . HOLD 4842 04/26 I � f + cc:CITY OF TIGARD — Remarks: KIn1fWMY NATIONAL 6 RP ORA T I t3f — - ----- NOTIFIED CONTRACTOR Information contained herein is not to be reproduced,except in full,without prior authorization from this office. } 1� - Carlson Testing Inc. Construction Inspection &Related Tests Geotechnical Consulting 6 X 12 CONCRETE ■ REPOR"f OF TEST SPECIMENS P.O. Box 23814il ASTM C172/C143/C1064/C31/C1231/C39/C2:31 Tigard,Oregon 97281 Test Methods: Phone(503)684-3460 FAX#684-0954 04/25 94 93-9058 r=. ■ Date Molded: Job No. — Permit No: GRAMOR DEVELOPMENT INC Client: , FANNO CREEK APARTMENTS `Y Project: 12572 SW MAIN ST TIGARD OR Address: -- KEYWAY NATIONAL GROUP HIDELL CONCRETE tf Contractor: - — ------ ---Sub Contractor: ' LONESTAR NORTHWEST 114 194597-12X „ Concrete Supplier. ------,—.,-,.-Truck No. _ Ticket No. JIM 1J00LF 10 1 Castpy: --__.__.-_-- --..-.__— -____.---.----Cu.Yds. _—_-- -----Load No. SUNNY 62 44 Weether: Temp High: _ Temp.Low: .. GARAGE SLABS FOR BLDG 0:"'2 . Location of Placement — ---- ------- ----.__._---_.._.. , _—___Test Time: — --- ---. - - -Concrete Tamp: ws Strength Requlrement: ------- --.._._.-_ ..______PSI 0 --- -days Slump Cement Type -- - 234 7",+ 3/4 Mix No./No.Sacks ----- — ---- Air Content -- Max.Aggregate —. ---- ---- ------- a, MICRO FIBER AEA Admix.Amount: -_ -____._Brand: _ --.-Admix.Amount: Brand: Sot Test® Register Date Date Total Area Unit Report Tested f:o. Days Number Rec'd Test Load PSI No. By 7 4642 04/26 05/02 53,860 28.51 1890 205 JH 28 _ 4842 04/26 05/23 80,315 28.24 2840 210 JH 28 4842 04/26 05/23 81,514 28.24 2890 210 JH HOLD 56 4842 04/26 06/13 100,510 28.24 3560 212 JB cc.CIT`e OF TIGARD Remarks: -----}<F bdAY- NAT TONAL GORPORAT TON 3i * NOTIFI:ED CONTRACTOR Information contained herein Is not to be reproduced,except In full,without prior sutherizatlon from this office. IfFp'�11ht9 *"Rw ..",. L rrYijnwY yy'' {yy.y��• .. 11�� Co.ege-L Call le c`ywc?"Kistruction Inspec:ion &Related Tests Carlson Testing, Inc. V22Zl ' wl; Geotechnical Consulting REPORQ T F(_) X 12 CONCRETE TEST SPECIMENS _ P.O. Box 23014 j Tigard,Oregon 97281 Test Methods: ASTM C172/C143/C1064/C31/C1231/C39 _. Phone(503)684-3460 FAX S 664-0954 Date Molded: 04/15 19-- 94 Job No. 93-9058 --__ Permit No: � Clent: GRAMOR DEVELOPMENT INC Project: _ F'ANNO CREEK APARTMENTS 12572 5W MAIN 51 TICARD OR 1 Address: Contractor: - _ KEYWAY NATIONAL GROUP BIDELL CONCRETE - --Sub Contractor: i LONESTAR NORTHWEST 047 192908-15 J Concrete Supplier: _Truck No. _______ -Ticket No. ___ 3 . O 'CONNOR 10 1 Cast By: ---___-.._ ,_---_-___ --_ --- ---.Cu.Yds. Load No. _ CLOUDY 55 40 Weather: Temp.High: - -- - ---_-Temp.Low: BLDGft2 �TIEM WALLS . Location of Placement: v i : O 62 -Test Time: Concrete Temp: -_ :3000 28 Strength Requirement: --. ------P81 G days Sump Cement Type ---�..-- 0225 Mix No./No.Sacks Air Content Max.Aggregate Admix.Amount: ___—__ _._ ---Brand: _Admix.Amount: _ __ -_-_—_---Brand: Set Test@ Register Date Dote Total Area Unit Report Tested No. Days Number Reed Test Load PSI No. By - 7 4723 04/18 04/2 72, 151 28.38 2570 203 JB r 26 4723 04/18 05/1 28 4723 04/18 05/1 i RemarlK3: Cc:CITY OF TIGARD KEYWAY NATIONAL_ CORPORATION ------------ FOREMAN ------FOREMAN FOR BIDELL PUT IN 10 GALS. AFTER CYLINDERS WERE MADE AND IN CURING-_13OX --ALSO--QC.- FORSTAR-SAI b=iRUC-.K-AMUVFR-ADD F-D-AA1O'ITi-1~'R--___ ' 35 GALS. BEFORE LOAD WAS EMPTY ( ALSO CYLINDrPS WERE PLACED IN CURING -- _ Information contained herein Is not to be reproduced,except In full,without prior authorization from this offlc . r':r1.,,;'...�:w4WiM�i�iYu.,.,.:.:,,.�«..w ,.,.....w.. ..._..,.. .... ..,...,....,a»;»,weLPt1� M41�ar•w+s.«.,.- . ._ ;,. .,`b:::."�f7aGf Construction Inspection & Related Tests Carlson Testing, Inc. Geotechnical Consulting REPQRT OF 6 X 12 CONCRE- E — — TEST SPECIMENS P.O. Box 23814 ,• Tigard,Oregon 97281 Test Methods: ASTM C172/('143/C1064/C31/C1231/C39 Phone(503)684-3460 ' --`-- FAX q 684-0954 .�, 04/15 94 93-9058 Date Molded: _— __._- , 19--- Job No. — — Permit No: - ---- -- - -- G , Client _ GRAMOR DEVELOPMENT INC Project: _ FANNO CREEK APARTMENTS rs 12572 SW MAIN ST TIGARD OR r. Address: _ �_� --------- -- -., KEYWAY NATIONAL GROUP Sub Contractor: t3IUELL CONCRETE 4 Contractor: LONESTAR NORTHWEST 047 192908-15 Concrete Supplier, -- __. -----_---_-- _-_-- .-------- -_--.Truck No. Ticket No, r R . O 'CONNOR 10 1 Cast Hy: — — ---- - - ---- Cu.Yds. ..__ —__._Load No. CLOUDY 55 40 Weather. — _ — Temp.High: ___._._ _ ._.___Temp.Low: —. BLDG . #22 ; 'FM WALLS . Location of Placement: 3 50 f �, __� — --- --- Test Time: Concrete Temp: 3r�i0 28 7" + Strength Requirement: - --- - _-_-__- PSI 0 ----- -_days Slump --- - Cement Type -- - 0225 Mix No./No.Sacks ---. ---._Air Contf —Max.Aggregate - -----_- .__--------._.-_ Admix.Amount: __ Brand: _ _ — Brand: . Set Test 0 Register Date Date ral Unit Report Tested No. Days Number Rec'd Test Load Area PSI No. By 7 4723 04/18 04/22 72,951 28.38 2570 203 JB 28 4723 04/18 05/1 107,790 28.40 3800 209 JB 28 4723 04/18 05/1" 106,110 28.40 3740 209 JB F - –---------- i i '• Remarks: c c:CITY OF TIGARD BIDFLL OdNCRETE _ KEYWAY NATIONAL CORPORATION "J * FOREMAN FOR BIDELL PITT IN 10 GALS. AFTER CYLINDERS WERE MADE AND IN -.-_ —_ —CUR-ING.-ROX-- ----_kLSO--QC_-FQR- RUCK VRR--A DF-D AN9T44€&---- 35 GALS. BEFORE LOAD WAS EMPTY ( ALSO CYLINDERS WFRF PLACED IN CURING BOX Information contained herein Is not to be reproduced,except in full,without prior authorization from this office. t: f': Construction Inspection &Related Tests Carlson Testing, Inc Geotechnical Consulting REPORT 0 ,6�12 CONCRETE TEST SPECIMENS P.O. Box 23814 ASTM C172/C143/C1064/C31/C1231/C39 Tigard,Oregon 97281 Tost Methods: — Phone(503)684-3460 FAX 0 684-0954 Date Molded: 04/12 94 93-9058 19— Job No. Permit No: GRAMOR DEVELOPMENT INC Client: FANNO CREEK APARTMENTS Project: 12572 SW MAIN ST TIGARD OR Address: KEYWAY NATIONAL GROUP BIDELL CONCRETE Contractor: --------,--Sub Contractor: LONESTAIR NORTHWEST 7102 176293 a. Concrete Supplier: No. No. M . LARSON 9 112 2 Cast By. Load No. j CLOUDY 55 40 Weather: ------Temp,High: Low: FOOTINGS BLDG . 22 Location of Placement: 12,.55 65 Test Time: - Concrete Temp: 3000 28 3 112 Strength Requirement: - PSI a days Slump - Cement Type 0225 3/4 Mix No./No.Sacks - - ___ ------Air Content Max.Aggregate - - Admix.Amount: --- -------Brand: -Admix.Amount: -- -_ _____._13r_and: Set Test® Register Date Date Total Area Unit Re rt Tested ,fo No. Days Number Rec'd Test Load -Psi-- 0. By 7 4659 04/12 04/19 73, 999 28.42 2600 202 JB —--------- 28 4659 04112 05/10 28 4659 04/12 05/10 HOLD 4659 04112 I. cc-1CITY OF TIGARD Remarks: C ORFURAT Pidell Concrete Information contained herein Is not to be reproduced,except In full,without prior authorization from this office. i. TV Carlson Vesting Inc. Construction rnspection &Related Tests Geotechnical Consulting 6 X 12 CONCRETE REPORT OP TEST SPECIMENS _ � - P.O. Box 23814 #4-'TM C172/C143/C1064/C31/C1231/C39 Tigard,Otegon97281 Test Mothods: —._.^_ Phone(503)684-3460 FAX#684-0954 04/12 94 93-9058 Date Molded: 19_ Job No. Permit No: GRAMOR DEVELOPMENT INC .,lent: — — ---- --------- , FANNO CREEK APARTMENTS ta Project: — 12572 SW MAIN ST TIGARD OR �� Address: KEYWAY NATIONAL GROUP EIDELL CONCRETE Contractor: -- _—_ ---_ -Sub Contractor: _ LONESTAR NORTHWEST 7102 176293 " I ; Concrete Supplier: _ __--___._-. _ —Truck No. _ — Ticket No. l M . LARSON 9 1/2 2 i Cast By: —_—___—. ___.___..___.�_-__-- Cu.Yds. --- ---------Load No. CLOUDY 55 40 { Weather: _Temp.High: ____ ._____Temp.Low: _—_— FOOTINGS BLDG . 22 Location of Placement: ---------------�_�_ . -- --_--_-- 12. 55 65 Test Time: _-- -- --_- _- Concrete Temp: --3000 28 3 1/2 Strength Requirement: ----PSI ---_ -. days Slump ---___ Cement Type 0225 3/4" Mix No./No.Sacks --_. ._ — Air Content ----- ----_- ____-__.----.--Max.Aggregate Admix.Amount: Brand: _ -__—_Admix.Amount: .- _--Brand: ' Set Test® Register Date Date Total Unit Repport Tested ,i No. Days Number Recd Test Load Area PSI No. By 7 4659 04/12 04/19 73, 999 28.42 2600 2.02 JB 28 4659 04/12 05/10 117,300 28.51 4110 208 JB 28 4659 04/12 05/10 116,770 28.51 4100 208 JB I 1 r HOLD 26 4659 04/12 05/10 118,750 18.51 4170 208 JB cr.;:CITY OF TIGARD iCEYWAY-vArTOI!AL Pidell- Concrete Informatinn contained herein Is not to be reproduced,except in full,without prior authorization from this office. JN1 M` • Co:istruction Inspection &Related Tests Carlson Testing, Ine. Geotechnical Consulting q April 11 , 1994 P.O. ©ox 2381a ,' #93-9058 Tigard,Oregon 97281 4?? Phone:(503)684-3460 Gramor Development Inc. Fax:(503)684-0954 ; 9895 SE Sunnyside Road #P Portland, OR 9701.5 +; }t F gor Re: Fanno Creek Apartments 12572 SW Main St. Tigard, OR `ti'' a Concrete Cores Gentlemen: As requested, following are results of concrete core testing run on �;}y three (3) core samples drilled from Building #19 at above ' referenced project by our representative on April 11, 1994 . k;. Core Test Total Correction No. Days Load_ Area PSI Factor 1 --- - 22,623 7 .065 3090 .965 2 ---- 22,286 7 . 065 3040 .965 3 ---- 25,609 7 .065 3400 . 96 " Cores #1 and #2 were taken at the east side of the building under the stairs . Core #3 was taken at the west side of the building under the stairs . Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office.aA C' If there are any further questions regarding this matter , please (to not hesitate to contact this office. Respectfully submitted, CARLSON TESTI `, NC. Dougl�s W. Leac President 1 ,, ecp cc: City of Tigard Keyway National Corporation . , �'♦aMW-»._..�«-W..... _. _.,..,....,«<M sar+OJpW ,oto^ .. �AA1r.iovwu_ � a� -r 4f4 :`T�',��r'.^;I� ,. ( 1 AMEND4/14/9 R I BN @ KEYW NATIONAL'S REQUE.S1 Construction Inspection &Related Tests esting inc. ' Geotechnical Consulting REPORT OFA TEST SPECIMENS - P.O. Box 23814 ASTMC'7.7::'!C143/C1g6A/C:il/C1231/C3y Tigard,Oregon 97281 4 Test Methods: Phone(503)684-3460 FAX N 684-0954 0:3/1.1. 94 Date Molded: , 19 Job No. - Permit No: - — -- --- . Client: (:IR61'1OR DEVELOPMENT f.NC r Project: Y-f'AN110 CRErK APARTMENT$ Address: 12572 SW MAIN ST TIGARD OR Contractor: ------- .Sub Contractor. KEYWAY NATIONAL HTDF.LL (:ONCRETG _�. Concrete Supplier: LONESTAR IVUJ;THWEST _ —__Truck No. _._._ Ticket No. 1I77rS I l.. . Wi)Rr 1 CLO Cast By: Cu.Yds. CLOUDY 35 Weather. -_—. _----_-- ______. Temp.High: _ _.__..—.---Temp.Low: — — `--,t..AB ON GRADE r3LD(:i . it s i Location of Placement: - - ---------- --- - ------ - 1'est Time - _ Concrete Temp: - °4 Strength Requirement: -- 3000 -- - - PSI a _ - days Slump - _ Cem:ant Type Mix Nc./No.Sacks -- ---- -- - -- Air Content ---------- ---- -- ----_-__-_ Max.Aggregate ` R 35 GALS. HO R F1BtR MESH Admix.Amount __-....__._. . ..__-__-- i� -_- _- Admix.Amount: -_--__—_-- Brand: ------ Set _---Set Test® Register Date Date Total Area Unit Report Tested No. Days Number Rec'd Test Load PSI No. _ By 03 i 1 is 48,667 28.25 1720 1.86 KB to �►; i ', c��1 71,764 26.39 2530 200 KB C 56 i. ;;,, I 05 /06 99,138 28.39 3510 207 is �c Remarks: `C,TTY OF TTGARr) 1' r:YWI)`I t"n I I i-�I !i '7 t.riTT(1' r.r � i 1 d rl fl''i ' f a y' , i lr' ) Information contained herein Is not to be reproduced,except In full,without prior authorization from this office. � w. KEYWAY NAT. -Fanno Crook 5035497514 P. 01 •.i Z1 r,L`j_ k1p 1%IL. ��'_t_G--0 � w :IILLA.GlS AT .ArlNO CREEK PAsUK '."lvlc�7i,CJJIE', (503) 59U--77'.'S PA." i-1 " er: (5-03) 590-/514 Date: Ap�jt_ _ .._ Pages j :i r,—;.i uding co•vr_ ztt-.Z 3 13 73 la-N ( o 4LSO STP-���x7''rl-�- •- -. � ... L i c-A - $ I 1 �O F: 8L1 t LL>r u oo o A 5 A s� P v . 35do , , Crc-c r-Ck t N C (t/ f N c Lz i FP " Ou c� t 3 b i I LL I 4/14/9 IBN @ KEYW NATIONAL'S RFJQUEST + da7r �0�. 1Cs�ln �n.L'. Canstruct>ion Inspection Related Tests ; g� Geotechnical Consulting REPORT QFC X 1.2 CONCRETE TEST SPECIMENS P.O. Box 23814 A5'FM ( ].72!C14.3/C1UG4/C31/C1231/C39 Tigard,Oregon 97281 Test Methods. __�. Phone1 914 (503)6843460 FAX#684-0954 Date Molded: , 19 Job No. Permit No: --- -- ---- GRAM01: CtCVF_LUWME::NT INC Client: �_ __ — ----------- =.:�---__ Project: f ANHO CRE:V.K (APARTMENTS Address: 12572 SW MAIN ST T.I.GAF: 0R' r KEYWAY r.l i r I ONAt.- I rtllr'R(mTC ` - • I Contractor: Sub Contractor: F , r, I.ONESTAR NOR1 HWE'ST ` <, 177763 Concrete Supplier. _Truck No. ...._ ,.Ticket No. . L . WA1":F'f E.I.- 1 Carat By: —_T --Cu.Yds. -----_--__— —_--___-Load No. Weather: Temp.High ___.___-.-___.____Temp.Low: —_ Location of Placement: - - ---- ------- — *i I I 9 r Test Time: _ -_ —ConcreteTemp: T Strength Requirement: 3 00 ------ --PSI a __-days Slump ____ -- - _- Cement Type Mix No./No.Sacks --- -- -- Air Content -- ----- Max.Aggregate 35 GAITS. HOIvgu tt FIB1aR MESH r Admix.Amount: _ __--__ - Admix.admix.Amount: Brand: Set Test® I Register Date Date Total Area Unit Report Tested No. Days Number Recd Test Load PSI No. By I L.'. 4: ts!? ► ':. l)w{,'];::; 48,667 28.25 1720 186 KB 0,1-;,,1. 71,764 28.39 2530 200 KB C 54, r;•,; I 05 /06 C'..-CITY OF TTGARh Remarks: _ --- ---- - --i' I 1'j.iii, :1 I + IJ i �ji 'I'lll•::", i Il�i � $+ �' nni fn hn rnnrnrh irarl nvrnnt in tills withnut nrior nuthnrizaflon from this office. !. Nf A --- -------- Construction Inspection &Related Tests Carlson Testing, Inc. Geotechnical Consulting 2 CONGRUE RETP_QRT_0 1 X TEST SPECIMENS P.O. Box 23814 C172/CI.A3/Cl.064/C31/Cl.--'-�'I /( Tigard,Oregon 97281 Test Methr4s: Phone(503)684-3460 FAX#684-0954 Date Molded: 94 Job No. Permit No: Client: GRAt10R DEVELOP1111ENT 11q( Project: — FANNO CREI.*k ()V-'1oR I'MENT'_-, Address: 12572 SW M01J14 "T TTGAND OR KEYWAY N(i I t(.)N(iI_ Contractor: Sub Contractor: — LONESIAR NORIHWE,,l Concrete Supplier: ------Truck No. — Ticket No. Cast By: W,Y\`F1E(_L) ----,,----Cu.Yds. -----Load ------- Weather: High: Low: 1M.1 01"I (IR610 B L 1) i ........... Location of Placement: Test Time: Concrete Temp: Strength Requirement: PSI@ ----days Slump CementType Mix No./No.Sacks --,---Air Content Max.Aggregate Admix.Amount: Brand: --Admix,Amount: SetTest 0 Register Date Date Total Area Unit Report Tested No. Days Number Rec'd Test Load PSI No. By 48,667 28.25 1720 186 KB c:CTTy nF TTGAPn Remarks: KLYW. UAL101T. --F-T7. 7—, )i 11 T7-77—F--- Information contained herein is not to be.­aproducrsd.except in full,without prior authorization from this office. 77 t r TEST LOCATION AMENDED 4/14, 1994 PER IBN W/KEYWAY NATIONAL'S E gT • - RiCon— truction Inspection &Rdatul Tests Carlson Testin'---, Inc. Geotechnical Consulting REPORT OFA 1. COPJCRETE TEST SPECIMENS P.O. Box 23814 ASTM C17�/C143/C1U64/C31iC1.:."1/r�';1 Tigard,Oregon 97281 Test Methods: __.__ Phone(503)6843460 011/11 '94 9;3-905fi FAX 684-0954 �; Date Molded: , 19 Job No. Permit No: --- -- s3 GRAMOR DEVELOPMENT INC Client: ----- .It F ANNO 1:I:EE K Af'ARTM1- r4T' Project 1257:? SW MA1N `:,T TIGARD OR Address: - 1, YWAY NATIONAL GiF:OUf'BIl)C::l_l._ CON(:-R"TF i Contractor: -Sub Contractor: t.UNE STAR NORTHWEST r?:� 1.7772c, Concrete Supplier. _Truck No. _. ------—Ticket No. � Cast By. Cu.Yds, Load No .f Weather: -___.___. -- - —Temp.High: _--_-__-_.Temp.Law: __—_-- - Location of Placement: NUI LDING #23, GARAGE SLID 1 - - ---- — - - - - --Test Time: - -- _.Concrete Temp: - - - Strength Requirement: - 3 500---- - —-- PSI 0 -_._days Slump 1 /1_" _..-_.Cement Type Mix No./No.Sacks —Air Content -- - ---------------- — Max.Aggregate - CALCIUM IJr,rE1 1 /211, 111. 1' I1; Admix.Amount: Brand: __ ___Admix.Amount: Set Test@ Register Date Date Total Area Unit Report Tested No. Days Number Ree'd Test Load - _ PSI No. By l 0:'3 1.5 74,750 28.25 2650 185 KB 3. 100,650 1 28.34 3550 201 KIB 1�'fs1 1 101, 540 28.34 3580 201 KB c<a. - li ' I ;'.;i3 '.. 100,060 28.34 3530 201 _KB 4.!_08 ..- .-._ I Remarks. c:CITY OF T I GARD b k—Ir%is not In hn rnIHYvIl le, t Pxo�Rnt in toll.without odor authorization from this office. ;a ,�A r° Carlson Testing Inc. Construction Inspection &Related Tests Geotechnical Consulting 1.� CONCRETEHEORT O� TEST SPECIMENS P.O. Box 23814 ASTM C172/C1-4.3/CI064/C31/C12"31/C3`l Tigard,Oregon 97281 Test Meth ids: Phone(503)684-3460 03/1.1 94 93-9058 FAX N 684-0954 Date Molded: _ , 19 Job No. Permit No: Client GRAMOR DEVELOF'iF lel-I Tr4c t FANNO CREEK A('AF TW NTS Project: 12572 SW MAIN ST TIGAFD OP Address: i Is L YWAMAT 10NAI_ (jFf 01Jf' i Contractor: ----_-.Sub Contractor: l_UNESTAR NORTHWEST 1,7772 , Concrete Supplier: .__Truck No. _�—___- _ Ticket No. _ Cast By: —.—Cu.Yds. ___ -..__ ___ Load No. i'I._000Y Weather: --- Temp.High: ___— Temp.Low: 13LDG 02--1 t_INRE IN(=OIC( E D $LAL3 ON G OL)I. Location of Placement: --___ Test Time: -----_-__- Concrete Temp: .30Uf? l I Strength Requirement: -- — _PSI 4 -__ days Slump _ ___ Cement Type Mix No./No.Sucks —_ ____ Air Content _ — Max.Aggregate W AEA 111( I- I I I '. ; i i i I.-W, I f 1 CALF I III l Admix.Amount: ___Brand: Admix.Amount: — ___Brand: Set Test® Register Date Date Total Unit Report Tested No. Days Number Rec'd Teat Load Area PSI No. By t l 1 0'3/15 0:3 1.U 74,750 28.25 2650 185 KB i ° e Remarks: ' C:CITY OF T T GARD Ix t!f�t 1 — _- —- ,a Information contained herein is not to be reproduced,except in full,without prior authorization from th;s office. _ yam, aid P Construction Inspection g Related Testa Carlson Testing, Inc. i3-9058 JOB N0.`"9P.O.Box 23814 Mar 10 , Tigard,Oregon 97281 REPORT OF IN-PLACE ASPHALTIC CONCRETE DENSITY TESTS Phone FAX(503)#684-0954 60 Client _ GRAMOR DEVEL-OPMENT 1.NC j Project FANNO CREEK APAI:I MENTS 3.2572 SW MAIN ST TIGARD OR Description CLASS "C" ASPHALTIC CUI'dCF,,[jL: I RUM PURfLR YETT Rice Density 155 •6 Marshall Value Method of Test A`:�TM D21950 Serial# 1.073"`o I11U(' '4"10 DATE OF TEST TEST LOCATION TEST- NO. Lift No. In Place Density COMPACTION MCH 1 A9491 ( 1 -4 ) . CENTER STREET I-I N(A_ 1.38 .9 OJ--06 WAR I.11.H 1 A94V1 (. '-. t> ) . CLNT ER STREE'l I INA[_ 140 .5 aO . 03-013 liPAIRTMENT A".)491. 5-8 PARK I NCi ) I I NAL. 1 :> :+ . :► 3'> 0:3-08 4 AFAR'i KEN-r F3'?47) ( 9 1'=• ) SOU1 H PANEL I I NAL- 14 -1 .0 03-08 b A1 'ARTMf1NT' 139479 ( 'J 15 ) NWTH PANLL. ►`INoL 14C, 3 .3. 03-08 (. APARTMENT B9479 ( . 1 223 ) ;01.1 Hi PONEL F INAI_ 1:32 .3 35 .0 03-06 i' or,()l riviiJi l I:1'"+ F 7r;+ ( r' I '_5 ) NORTH PANEL F INAL 137 .2 9t3 03-08 0 (11'ARJ1"IL_1'4T 09451 ( :_' 1 "J ) NOR I'll PANEL. F 1NAL 1.1 1 . ]. 0 03-08 9 0 PA R T M E N*1 C945.1 ( 24 29 SOUTH PANEL_ f I'rJAI._ 1:34 .0 Fa . .l 03--US 1 () APARTMEI'`JT C9,1 E,1 ( 36 :3 t_ ) SUUTI-I PAHr-L. F IIJAL. 1.40 .7 0 . 11, 03--09 11 ENTRANCE , WEST SIUF.: F INral_ 137 .2 Q .• 03-"0'i 1. LraRANCE: , E Ar)T SWI:_" F I.N()L 144 .E 93 .0 BI. IA.D G 03-01) 1 SOUTHEAST CORNER' FIC)OL. , WUST PANEL F IIJAL 14,2 . 'I rBUILOING 12560 , 03- U5� 1.4 SOUTHEAST ('ORI IE_f<' I'Ui.�l_ , Gr C'T PAN[J. F 1:IVAL. 140 .4 90 . -1 r 1`:, IROAD 1N FRONT Of 131JI.L.UINu C:9,15i , WG.s'f PANEI__ 1=INAL. 1.40 ..r ?0 . 1 Remarks; cc : C 1 T Y OF T I GARD _ KEYWAY NAT IONAI.. CORPORAT LUPI tested by —__--__--_.-_ _ CARLSON TESTING INC, Information contained herein is not to be reproduced, except in full, without prier authorization from this office. Construction Inspection&Related Tests Carlson Testing, Inc. P.O.Box 23814 JOB NO.93-9U5f3 -- Tigard,Oregon 97281 Ih +i 10 , 19'":i A Phone(503)684-3460 REPORT OF IN-PLACE ASPHALTIC CONCRETE DENSITY TESTS FAX#684-0954 Client 6RAMUR DEVELOPMENT INC, --_- � -- — Project_ FANNO CRCEK APARTM[:WS —.— ]. SW MA I Il ST T I GARD OR Description ( L.A ,S "C" ASPHALTIC CONCRETE FROM PORTER YETT _ i i I.`_`r' Method of Test._F'`'TM D2` 50 Rice Density Marshall Value i Serial# 11ii39 IJUC a4 tU DATE OF TEST TEST LOCATION Lift No. In Place Density comwnoN TEST NO 03-Ora I F'l'iil Eld FRONT OF LRUILDINU 0941:,1 EAST PoNE.L_ l II'JAI_ 139 t 1 Remarks: I , lJf I t.,ORL _-_ ----.___------- _''WAY NATIONAL CORPORA] ION C: . C-tU�ai.,Il: h1E31-i Tested by _-.__ — CARLSON TESTING INC. Information contained herein is not to be reproduced, except in full, withour prior authorization from this office. f` LZ xagvPq -rf �t' '?-1-9r".-- roryy WtranW✓, �� ^'R tlr A ^ fy ' ag nf�iF$W Carlson Testing Inc. Construction Inspection &Related Tests Geotechnical Consulting REPORT 09 X 1 ' C01ICfiETE TEST SPECIMENS - P.O.Box 23814 ASTM C172/C143/C1064/C31/C1231/C39/C231 Tigard,Oregon 97281 Test Methods: Phone(503)684-3460 0'3/04 94 93-9058 FAX k 684-0954 ! Date Molded: 9-- Job No. Permit No: Client: GRAMOR DEVEGOt?4W INC, Protect: FAMNO CREEK APARTMENTc, j _—�_ i Address: 11572 SW MAIN ST TIGARD OR KL:YWAY NATIONAL_ GROUP 131 Df L I C:ONC-RF TF_ Contractor: -----___—Sub Contractor: — LONESTAR NORTHWEST 7II 177=;94 Concrete Supplier. _- __.__ Truck No. __. _Ticket No. -.— -__ MICHAEL- L ARSON Cast By: _� Cu.Yds. 1� Load No RAIN �;0 Weather: _— ---------- _Temp.High: __._-_Temp.Low: —_-- RL DG . ft 2i) CAORAGE SLAR Location of Placement: 9: 15 Teet Time: ---Concrete Temp: _- r.0 28 F; 3/4 " i Strength Requirement: —__ __.-..... ___ PSI _ __._ days Slump Cement Type 234 Mix No./No.Sacks _- _ _Air Content ___ _____.___-_ Max.Aggregate ___--_— MICR0F IRFf> HOT 4JATL R Admix.Amount: ----------Brand: -_--Admix._ Amount: -------Brand: . Set TostO Register Date Date Total Unit Report Tested No. Days Number Rec'd Test Load Area PSI No. By 7 4154 03/0£ 03/11 _ 77,578 28.33 2740 181 _ KB 28 4154 03/08 04/01 99,797 28.40 13510 198 KB� 28 4154 03/08 04/01 100, 770 28.40 3550 198` KB Ht=it. Cr 28 41541 03/08 04/01 100,670 - 28.40 3540 198 W KB C11 Y OF I IUARD _-4 - Remarks: SUPERV 150R AWAkE OF SLUMP $ AIR Information containeu herein is not to be reproduced,except In full,without prior authorization from this office i r it '=?�I '" ^+�Ht +,M` '+'�4^NAPR.i.�nYr?�'^'�{±''ns•,�x>x+:' WM.�+pO>'p'•�,'«V�V»;4d�'' "�t Construction Inspection 6 Related Tests Carlson Testing, Inc. Geotechnical Consulting REPORTOk ' 12 CONCRETE TEST SPECIMENS P.O. Box 23814 ASTM C 172/C143/C 1064/C31/C 1231/C39/C231 Tigard,Oregon 97281 Test Methods: Phone(503)684.3460 03/04 94 93-9058 FAX 0684-0954 "r Date Molded- _ _ , 19—_ Job No. — Permit No: -- Client: GRAMDR DFVETAPME3NT INC.— FANNO CREEK APARTMENT�r Project: 12572 SW MAIN ST TIGARD OR Address: KEYWAY NATIONAL GRot,IP B10FLL CONCRETE: Contractor: —_ ----Sub Contractor: r LONE STAR NORTHWEST 7114 177394. Concrete Supplier: �__ Truck No. Ticket No. MICHAEL. LARSON 10 Cast By: — ---Cu.Yds. .— Load No RA IN 50 30 _ Temp.High: -._ Temp.Low: BL-DG . 1120 GARAGE SI_.AB Location of Placement: 9: I -, - --------_— ------_-___ ,Test Time: --_-_--—- .Concrete Temp: ---------� 28 6 3/4 " I. Strength Requirement: - __—-- _— PSI ® -_...-._._.._.___days Slump Cement Type 234 Mix No./No.Sacks — —Air Content ------ --- Max.Aggregate _ AEA I /2% CC MI(.—OF IBFP HOT WATER Admix.Amount: Brand: — -__-_.._._._Admix.Amount: _Brand: Set TestO Register Date Date Total Unit Report Testod No. Days _Number _ Rec'd Test Load Area PSI No. By 4154 0"3/08 03/11 77,578 28.33 2740 181 I® 2 8 41.54 03/08 04/01 4154 03/08 04/01, HOLD 4154 03/08 i i cc :CITY OF TIGARD Remarks: - KIFFYWAY INAT . . L SUPERVISOR AWARE OF SLUMP & AIR Information contained herein Is not to be reproduced,except in full,without prior authorization from this office. w q T f •,Mib r, h.(' Fr a•4f�M} N Y S. wR.' lel 1"H a' �"M A�iyS2'11"+� nr D�� y ��.�ti �V� .�U 1 1r: � � t,• 1j���� Nil { r� �s �� M1 1 P'( lt<<. t.,;-n r i - a �,•,.. �f biy. y� � °iT b�'T re v,f�,,b al ri°nd u M._` �, ,1 M1,. 1 Construction Inspection & Related Tests Carlson Testing, Inc. Geotechnical Consulting CONCRETE TEST SPECIMENS.-EP RT Off_ P.O,Box 23814 ATM C1.72/C143/Ci O64/C31.'C:1231/C3�7/C�'3 /C617 1 Tigard,Oregon 97281 A- STM Methods: — ___ _ Phone(503)884;3480 FAX q 884-095401 Q4 8 q Date Molded: , 19 .lob No. -- Permit No: – – --- GRAMOK' DEVELOPMENT INC Client: -- ------ — ! Project: __ FANNO t.'REEA- AMARTMENTS _ __ — ------- 12 5.72 SEMI MAIN ST TIGARD OR Address: --'— KFYWAY NATIONAL GROCIF' RIDELL CONCPF'T[- yt j Contractor: - -Sub Contractor: LONE-STAR NORTHWEST 54 1;':%'_{1: a Concrete Supplier: __ Truck No. Ticket No. E7. SLIMINSKI .10 Cast By: _ Cu Yda. -----Load No. CL OLIC)Y 6o 4 1Weather. Temp.High: --- TemP Low: � f3L1?C;.- tt�'0 SL4f:1 AND f'OOTING', Location of Placement: ----—_ " --Teat Time: -_--_--- __.__..._Concrete Temp: _---- -3500 4 Strength Requirement: ---- PSI a __— _days Slump -- Cement Type-44 —-- -- I Mix No./No.Sacks --- Air Content Max.Aggregate r1f.:�3 FIRER ME,;H Admix,Amount: Brand: —__--Adrnix.Amount: -----Brand: Set Test Register Date Date Total Area Unit Repport Tested _140. Days Number Rec'd Test _--Load PSI _fVo. By -r 4119 03,1'04 03,ro,:) 61.719 28.35 2180 179 E® „'r• 4.11 9 03/04 0:f!?0 93,794 28.35 3310 197 ICS 56 111 a p- /C)`I 04 A27 102,310 28.44 3600 204 JP 1 1 at- 11GAHO Remarks: _ - r Intormition contained herein is not to be reproduced,except in full,without prior authorization from this office. k; �v� � � � ..�`' 7 ; ��''iti7� � M1..'.+ i f.i i°I# ,.,ulf' `�'vY'�y t( :& �y� .hr•� L 1417 ••.� g, �+ G' �'''.,u,.. � i�` � �a:*.b��I ,d,�+v�4A �al�r� }H�l�� !.,�°� ki'° 4�°1'Y`I /� � •�� 1• � �, h.. r-, r � ori Carlson Testing Inc. Construction Inspection 6 Related Tests Geotechnical Consulting REPORT,OF A, X .1�' CONCRETE TEST SPECIMEN — P.O. Box 23814 A ,TM C'1?2/C14-31C 10641(:a1,'C1�-,3]1C-49IC231 Tigard,Oregon 97281 Test Methods: Phon FAX384 4)6 -3460 684-0954 03.1110 , Q4 Date Molded: —, 19 .lob No. Permit No: --- Client: _.. (3 `AMO>; C)EVE L OPMF_N T 1W -- ---- ----- F-ANNO (:RF,Ek" APARTMENTS Project: 1 -15.72 514 M41 N ST T.rcARV OR i Address: -- _—._...._._ R"F: Yi1AY NATIONAL GRO(.1F' R-TOELL CONCRETtE Contractor: _ —.----Sub Contractor: L.ONF S TAR N01, FF11AIE-S T 54 1.'7':. 1 Concrete Supplier: —._—. Truck No. __ Ticket No. Cast By: _ —._...Cu.Yds. __Load No. Weather: —_-- _ _ _ — -- -----------__ —r_—.._ Temp.High: _--------Temp.Low: LCL-LSC; 1120 SL AL3 ANC) FOC)T I Nc ., Location of Placement: ------------ — Test Time: .-.._...._.—__--.Concrete Temp: 7�i00 4 .1 '4 IStrength Requirement: ------ ._--- - PSI 0 ________days Slump —__-- Cement Type a 2,34 Mix No/No.Sacks —Alr Content --- ----- Max.Aggregate 4f.:A r113L bs Admix.Amount: _ _ Brand: Admix.Amount Set Test® Register Date Date Total Area Unit Report Tested d No. Days Number Recd Test Load PSI No. By_ I 61,'719 ._28.35__--_ 2180 179 KB1 19 03104 --- 93,794 28.35 3310 197 KB 56 4119 03/04 04127 Remarks: cr.:Cl T Y OF T1'l3ARO __- Information contained herein Is not to be reproduced,except in full,without prior authorization from this office. •. rer •' ., ,. _ . , ti. na q..,.,: .yrup`i •"d's,,.- "iK,,, .. N,. baw,r a,irr Mry a"z,..,�J�g:, f�! "�'y F "p , '7�' 4� P t• 1� fit, ,� D t,. Carlson Testing, Inc. Construction Inspection &Related Tests ' Geotechnical Consulting ' REPORT OF .X 12 CUNC.'F�'E TE TEST SPECIMENS P.O. Box 23814 ASTM Cl.,21%C14 /C.l Ob4/C.�1/C12 31/C:?9/C231 Tigard,Oregon 97281 Test Methods: _- Phone(503)684-3460 FAX#684-0954 3 03,1102 94 93-90,58 Date Molded: ' 19. Job No. _ Permit No: Client: _ GRAMOR DEVELOPMENT INC Project: FANN(:) CRF_Ek AF,AF TMENTS . __� 1.*5 2 51^l MAIN S r T I CARD OR Address: KEYWAY NA r1ONAL GR t11r, RIDELL CONCRETE Contractor: pub Contractor. LONES TAA, NORTHIVE"S 1' r Concrete Supplier: Truck No. ---- ----Ticket No. Cast BY: _ —Cu. Yds. _ ____ ___.Load No Weather. — Temp.High: — ____..Temp.Low: BL OG. 920 `L Airt ANO FOOTING; ' Location of Placement --------------- �____---_-_-------------__--- 9:00 , _----Test Time: —___ _Concrete Temp: e 3500 2r3 Strength Requirement: —_ —___-PSI ® days Slump ____-__Cement Tvpa 234 a i i " Mix No./No.Sacks —.--- Air Content — Max.Aggregate 41'11 f VL' fi MESH Admix.Amount: Brand: Admix.Amount• _ -Brand: v� Set Test® Register Date Date Total Area Unit Repport Tested No. Days Number Recd Test Load — PSI Nom By _ 61,719 28.35 2180 179 Ill 28 q 1 1'7 0..3/04 031.30 2N ,11 t '.) 03/04 03/,40 Rrrnsrks: cc:C:ITY OF TIGANO i .I i i j Information contained herein is not to be reproduced,except In full,without prior authoritatlon from this office. A (I� Construction Inspection 6 Related Tests Carlson Testing, Inc. Geotechnical Consulting RfPOHT OF X 12 CONCRETE TEST SPECIMEN P.O. Box 23814 ASTM C1 72 IC143/C106.4:C:31/C1231/C.39IC231 Tigard, 03)68 -346 97281 Test Muthoda: _ 4' � _ Phone(5G3)684-3460 FAX 0 684-0954 Date Molded: 03/0.1 , 19 94 Job No. 93_201"Lq _ Permit No: -- - Client: (:;f;'AMOR OEVELOF'MENT INC Project: 1 ANNO CAIEEK APtINTMENTS Address: - 1 ,?2 SW MAIN 5 T TIGARU OR I A'E_Yr.,rr)Y NATIONAL GRoLP-1 L310E-L_L_ (.-,ON('RE TE Contractor: - sub Contractor: --_- — - Concrete Supplier: L ONES T AR NOr'TNWES r Truck No. Y0 3 Ticket No. _ 1 7.72 4 3 - Cast By: _,— h1.ICilt-V f_ L AR:ION —Cu.Yds. Jo __Load No.- CLEAR o'CLEAR & 13CINNY 50 40 Weather: -___._A - --Temp.High: __Temp.l ow: 13L.W3 ON Gfr 40L:' LCL OG. 20 Location of Placement: ----- 9"4F Test Time: _Concrete Temp: Strength Requirement PSI ® —_____- days Slump --.__ Cement Type --------- Mix No./No.Sacks -. -- Air Content -- Max.Aggregate -.- AEA (:(- r !`1ICROFI8E),' Admix.Amount: Brand: _. _ ..� -. _-Admix.Amount: _Brand: Set I Test Register Date Date Total Unit Re ort Tested No. Days Number Recd Test Load t,rea PSI No, By 4 090 0:3/02 03/0 --_28.34__ 3040 177 KE y0 •10`.70 03,11132 03J2". i 28 4090 03,102 03/2: HOLD 4090 03102 I Remarks: CI TY OF rIGAfY) JCEYG,rraY NAr.rONAL_ C(:)P%POF'A T.T ON ----_._____----------.--.-_-_--- , -- r Information contained herein Is not to be reproduced,except in full,without prior authorization from this office. { nM , .Y µ•' Hf ; 41 �A .� h !4?� Y A d f r'� �, fir• � r V ': w.' � `� hr ,! '��``� 'd ,� , rwkn+ ,�4 6�'r Jrrrrr•� t�¢�^a,,,•i re� . - r i .Px V3].•.Y::......»..._.Y:::A..Y.�:l.1.w1'2. ,'�5.:.`1,.IL+."uiw..LWW' Mh'111•Y MW 4 Construction Inspection &Related Tests Carlson Testing, Inc. Geotechnical Consulting c, X 12 CONCRETE REPORT OF TEST SPECIMENS P.O. Box 23814 ASTM C1.72/C14?/CJ 064/C_{1IC-1`31IC39IC231 Tigard,Oregon 97'281 Test Methods: _ Phone(503)684-3460 SAX 111684-0954 Date Molded: -- 03/01 — 19 94 Job No. 2 L'!`O58 Permit No: --- — I Client: GPAMON OEVELOF'P1ENT INC Project•. FANNO CEEEA APAP:TME N l _!-- --�- I Address: _ 1 72 SW MA I N 5 T T I GARP OFA' -_ — KEYWAY NATIONAL. t:�fii?(Ire — 810ELL CCoNCRE'TE" . Contractor — pub Contractor: LONEtiTAk rVORTFTA+E ; 7 ' aj i Concrete Supplier: _ 1 Truck No. Ot? _— —Ticket No, 1' t 48 Cast By: MICHAEL L AR tiC?N —. Cu.Yds. _ 10 _—Load No.` 4(% i �s.Xf tai" weather: _.__ _ ---Temp.Nigh: -------Temp.Low: —� r�•; SL AL? UN GRAW-. OL OG. 20 t; Location of Placement: • 3i- .r, Test Time: ___ __......-.-.Concrete Temp -- Strength Requirement: --- -- ------------ ---_-PSI ® t3 —days Slump�l._r1/2 Cement Type -- — O..'�'c, 1 d 3,,4 Mix No./No.Sacks --_Air Content Max.Aggregate AEA MICROFIf7 r�1 Admix.Amount: Brand: __ Admix.Amount: Brand: Set TestO Register Date Date Total Unit Report Tested No. _Days Number Recd _Test Load A`�a - PSI No. By - 7 4090 0-+/04' 03/08 86,260 28.34_-- 28 4090 03.,"02 03/2'-% 111,550 28.39 3930 196 IB 28 4090 0_3/02 03/29 111,790 28.39 3940 196 K8 ? HO£_ 28 4090 0 03/29 112,420 28.39 3960 196 KB Remarks. c:C.CITY OF TIGAPs0 K£:YWA i' P:+'';1 I t+;J:�( i t tr;'i 't+l,'•a 1'.t t;+'? tnfnrmeHnn rnntained herein is not to be reproduced,except in full,without prior authorization from this office. r;. I• J I Carlson Testing Inc. Construction Inspection 6 Related Tests i Geotechnical Consulting RgQRTo6 X 12 CONCRETE TEST SPECIMENS P.U.Box 23814 Tigard.Oregon 97281 Test Methods: /�=TM C1.74/C143/C1Oc-4/C.31/� �'! ?1/C391 — _ Phone(5u";RA4-3460 FAX N b84-0954 I Date Molded: _Or_'/20 , 19 �'_ Job No. 92'',05 cl Permit No: Client: — GRAMO ' 0FVF/ OPrWE-N T i Nc_ Project: FANNO C.I Frh- AFAR TtJE(y 1'5 Address: _-1-2-5.72 SW MAIN SF FIGARD OR Contractor: AEYWAY NATIONAL GROUP —Sub Contractor: RIDELL- CUNCR1.. T1_ Concrete Supplier: L ONE: TAR NOR THWES T Truck No. 081 _Ticket No. 177203 Cast By: T— ED LAtiupf--- — Cu.Yds. 2U•"'V Load Noe' 1 Weather: _—_ I.AI N Temp.High: 'ti temp.Low: 45 Location of Placement: OL06. '1 ATTACHEO GARAGE RETAINING WALL_ J#t: Test Time: '1 }_' �. . ..__._._. Concrete Tem { 114 Strength Requirement: __ _______�— PSI a _-_---'---_days Slump`'_ I _ Cement Type Mix No./No.Sacks __--02,44 —Air Content _ Max.Aggregate Admix.Amount: __ _ —Brand: . -_----r.—Admix.Amount: __—r_....___—Brand: Set Test Regi ter Date Date Total Area Unit Report Tested No. Days Number Rec'd Test Load PSI No. By 1 40(:)9 03/01 0310," 77,361 28.35 2730 176 KH I 1 --- 28 4069 03/01 03/28 - ---- — -- --- -- I _T 28 4O69 03/01 HOLD 400 ' 03101 i { Remarks: CC c C.I T Y OF TI GARt% A'E YWA Y NA T-T OW L CORPORATION Information contained herein Is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection &Related Tests Carlson Testing, Inc. Geotechnical Consulting REPORT OF(' .)< J2 CONCRETE TEST SPECIMENS - - P.O. Box 23814 Tigard,Oregon 97281 Test Methods: ASTM C1 %'2/C143/C' 054:/C. /C:1 1/C . `�/" _ Phone(503)684-3460 r FAX S 684-0954 Date Molded: 0G'%�t{ —, 19 94 Job No. `�{{ 7�'C� Permit No: ----" --- Client: G[ ANOR OF VF1 DFIMFN T T N[ Project: li=1.3 L'T ME N 1 —-_—•— —..--- Address: SW MAI N C,T I'I6AA'C)of? Contractor: ._ AEY'WAY NAT 1 UNAL 6AAWP Gub Contractor. L 1DEL L CC7NC1W. It — Concrete Supplier: -L ONE y TAR N0f%THWES T Truck Nu. 7051 Ticket No. 1,7 J,?0 �i LU Ekhl('H Cu.Yds. x'0/50 Load Nor-" Cast By: `—_ _.,_..._ Weather: --__-__ 1;'AIPJ -----.____—__ Temp.Higti: _`C _Temp.Low: 45 Location of Placement: 13L.0>(, . 2.l Al•Tt-)C1 EL) GARAui" �L.AE1 �� A'E 7AININC; WALL. ltt? -----.--_ "------------ .i Test Time: '10 4 f) Concrete Temp: ' 0 ` _� i0C> 'r'; � 114 " t Strength Requirement: ---------._._ PSI ® -- -days Slump Cement Type Mix No./No.Sacks (�`'` -- Air Content —" ------- Max.Aggregate i —..---- Admix.Amount: ___ ----Brand: _ —_-Admix Amount: _ — __._ Brand: Set Test Register Date Date Total Area Unit RIB Tested - No. Days- Number Recd Test -Load PSI No. By I 1 4O69 03/0.1 O:fi/U- 77,36.1 28.35 2730 176 KH t 1 _i'8 4069 03/01 0 '8 99..826 — -28.46 3510 195-- -- [B -- - W I l 1"18 4069 03/01 03/28 14.4.5?4Q _�$�45- --- 357,Q r Remarks Gc.:(.:I T Y OF TIGA D 1�.f )1A1A Y NA 1 10t4AL (:C?Fr'P >0 A) .1 t)fd x } Information contained heroin Is not to be reproduced,except In full,without prior authorization from this office. Carlson Testing Inc Construction Inspection &Related lists Geowinical Consulting REPORT OF .K 12 CONCRETE TEST SPECIMENS P.U. Box 23814 ASTM C-1:72:'C14 3/CI O64/C31/C1231/C39 Tigard,Oregon 97281 Test Methods: — _ — Phone(503)684-3460 dd! O21..14 94 911-9056 FAX#684-0954 P Date Molded: 19 - Job No. — - Permit No: — GRAMOR REVEL OPMENT INC. Client: — — FANNO CREEK APARTMENTS Project: ---- -- 141S72 SW MAIN ST TIGARO OR Address: KF'Yww, NATIONAL BIDEL.L_ (,.0NCRETL Contractor: - ----- --Sub Contractor: --- — LONESTAR NONTHWEST 06 .167.795-12 Concrete Supplier: Truck No. ___—___ Ticket No. HAL, F'AYSON I Cast By: Cu.Yds. _ _ — Load No. — 1N 50 40 Weather: —_— Temp.High: ------Temp.Low: _ RETAING WALL Rt.06. #10 Location of Placement: — —--- --- — 60 Test Time: —_—_______...------Concrete Temp: t Strength Requirement PSI a -----..days Slump —------Cement Type --- t Mix NOW.Sacks ------- -.----Air—___..___. _-_Air Content ------------__._ .________ Max.Aggregate N` ' Admix.Amount: .__-.._.___ Brand: AOT WAS —__-Admix.Amount: _—_—____..._.._.___.___,_Brand: a Set Test® Register Date Dato Total Area Unit Report Tested No. Days Number Recd Test Load PSI No. By �;i i — ---_-___.__.--- -- - - -- 0,'.1/425 03/03 95,890 28.36 3380 174 KB I 28 021,15 03124 n 1 4 C7 t;' 02/25 03/24 1 1 � cc::C.I T Y OF T I GARD Remarks: A'F_ T WAW ---- _.._ ------ - -- - _ --- -- ----------- I: -- Y Inforrnedon contained herein Is not to be reproduced,except In full,without prior authorization from this office. IFNI it 7`"r . y�l soon 1P Carlson Testing Inc Construction Inspection 6 Related Tests Geotechnical Consulting 6 ,Y 12 CONCRETE REPORT OF TEST SPECIMENS P.O. Box 23814 AS I'M C'172/Cl43/C-1 064/C,31 %C1231 iC'3`� Tigard,Oregon 97281 Test Methods: Phone(503)684-3460 j` 02124 94 93-9058 �— FAX M 684.0954 � 1 Date Molded: , 18 Job No. Permit No- GRAMOR DEVELOPMENT INC 9 Client: _ 1 r'ANNO CREEK APAWMEN T Project: I 125.72 5W MAIN S T TIGARD O,^ _-- i Address: _ Kl_Y'f�IAY NAT.ICINAI_ _ �_ � E3IDE1_L C'ONCR 11" Contractor: — Sub Contractor: LONES TAR NOIS Ti11AIL;' 1` ONS Concrete Supplier: - __ __Truck No. _ Ticket No. NAL 0A Y:3ON Cast By: __ ._Cu.Yds. ___- Load No. "AIN 0 40 Weather: _ .._. ._ --.----Temp.High: _ __.Temp.Low: f RETAING WALL BL DC; #10 Location of Placement: F+0 — __----_-_ .- Test Time: Strength Requirement: PSI ® _—days Slump -----.---Cement Type '.d 3/4 n q' Mix No./No.Sacks _—_-_.._.__.— --Air Content _ __ Max.Aggregate Admix.Amount: WLR _Brand: HOTr WATEFt ___Admix.Amount: —_-----Brand: __Brand: Set Test® Register Date Date Total Unit Report Tested — t No. Days _ Number Recd Test Load Area PSI No. By 95,890 28.36 3380 174 KB Al '1., � 03/2.-) — —-- — --- --- ; e: T 027/- 124,620 28.1'1 4420 191 KB 403.7 02,/25 03/,:,.1 1.25,810 28.17 4470 191 cc:C.'I TY OF TIGARD Remarks: �— ;;- ,✓t�k--D�A l ' t 7lS! 6 i �1. Information contained herein is not to be reproduced,except in full,without prior authorization from this office. A J Carlson Testing, Inc. Construction Inspectum &Related Teets Geotechnical Consulting REPORT OF X 12 CONCRETE TEST SPECIMENS. P.O.Box 23814 ASTM C1.7t'/C143/CI 064/C31:C.'1231/C.39/C.'231 Tigard,Oregon 97281 Test Methods: Phon, 503, 684-3460 884-0954 02/22 94 93-9050 Date Molded: __' 19 Job No. Permit No: Client: rRAMOR DEVELOPMENT INC Protect: FANNO CREEK APARTMENTS 1257' SW MAIN ST TIGARD OR Address: KEYWAY NATIONAL GRO(.*' BIDELL CONCRETE Contractor: ub Contractor: (_ONES TAR NORTHrVES 1' 79 1.74906--15 Concrete Supplier: Truck No. Ticket No. R. 'VHI TE 10/10 I Cast By: --Cu.Yds. __ -------Load No. --- _RAIN �i 0 34 Weather: Temp.Nigh: ------Temp.Low: ALL INTERIOR THICKENED FOOTING FOR RL OG. #21 Location of Placement: 11 =50 %1 Test Time: ____-__ .___ Concrete Temp: ( (. ( 28 Strength Requirement: -_--__-__-- —__--------_ -----_--__- PSI 0 _-__---------days Slump -- Cement Type _ '26 4 . .1 i Mix No./No.Sacks -.---- -- --Air Content __-__- .-______.___—_Max.Aggregate fel;AC 1 MIC RO FIBER Admix.Amount: ___ ___ _Brand: _-Admix.Amount: Brand: Set Test Register Date Date Total Area Unit Report Tested No. Days Number Recd Test Load PSI No. By 1 4009 02/23 03/0! 80,347 28.42 2830 172 ICB 4009 02/23 03122 28 4009 02123 03124 HOLD 4009 02123 w ---------- J cc:CITY OF TIGARD Remarks: THIS LOAD WAS HATCHED 14lI7-H HOT MATER AMBIENT AIR TEMP 0 THE TIME OF Intorrnadon contained herein Is not to be reproduced,except In full,without prior authorization from this office. y AWSY A .�+ru+wMwitiY+MalrarrkaS1"dx.. 1 ..._ _.,»..,.a...,w .._,..._..., _,.,..,.r.,.ws»arral.r. _ _ w. "�, .,, .� ..•��'.: Carlson Testing Inc. Construction Inspection 6 Related Tests Geotechnical Consulting ! REPORT QFC X 1 CONCRETE _ TEST SPECIMENS P.O. Box 23814 AS T,'f C1 72%C14 31C1 O641C, 31/C 1231 IC.'39IC-231 Tigard,Oregon 97281 Test Methods: -___ —__ Phone(503)684-3460 FAX(1 684-0954 02/22 9493-9058 Date Molded: — , 19— Job No. Permit No: GRAMOR DEVELOPMENT INC Client: Protect: _—FANNO CREFA' APAR TMENTS 125.712 tial MAIN ST TIGARO OR Address: KEYA/AY NATIONAL GRO(.IF' BIDELL CONCRETE Contractor: ---- -- -- ----Sub Contractor: _— ---- LONESTAR NORTHWEST 79 174906-15 Concrete Supplier. No. Ticket No. -- R. WlfITL- 10/10 J Cast By: _— __ — _ __Cu.Yds. __ Load No. �— RAIN 50 34 Weather: —___- _ Temp.High: _ Temp.Low: _ALL INTE=RIOR THICKENED FOOTING FOf? BLDG. 021 Location of Placement: -- — ------ ------- i; li :50 1 -- --- Test Time: ------.--Concrete Temp: --- ?000 2 Strength Requirement - - --- PSI — ---days Slump - Cement Type ?6 4 .1 e 3/4 Mix No./No.Sacks Air Content - — -- -- Max.Aggregate -- ----_- ------- b.IiAEA MICRO FIBER Admix.Amount: —___ —_Brand: __ — Admix.Amount: `Brand: Set Test Register Date Date Total Area Unit Report Tested No. Days Number Recd Test Load PSI No. By 7 40o9 02/2. 0:3%0.1 50,347 28.42 2830 172, KB — 1r3 4 o 0 9 02/23 O3122 110,260 28.35 3890 188 K1B i' `L4 4009 02/2. 03/22 107,810 28.35 3800 188 I® HOLD 28 4005 02/23 03/22 107,430 28.35 3790 188 KB i 4 cc::CITY OF TIGARD Remarks: THIS LOA[ AW: E�ATC1fED WITH HOT l�IAItW AMBICNT AIR TEMP E?► THE TIME OF Information contained herein Is not to be reproduced,except in full,without prior authorization from this office. , - Carlson Testing Inc. Construction Inspection &Related Tests Geotechnical Consulting REPORT OF6 .X 12 CONCRETE � TEST SPECIMENS — — P.O.Box 23814 ASTM C1:'`'/C.14 3/C'1064/C31/C1231/C39,-0231Tigard,Oregon 97281 Test Methods: _ __ - _ _ Phone(503)684-3460 02/21 94 93-9050 FAX 0684-0954 Date Molded: 19—GRAMOR DEVELOPMENT Job No. Permit No: -- _—_ INC Client: FANNO CREEK APARTMENT-,; Project: 125.72 SW MAIN ST TIGARD OR Address: --- AE YWA Y _AEYWAY NATIONAL GROUP EIDELL CONCRETE Contractor _ _ _Sub Contractor: L ONES TAR NOR TH14ES 7 0224 167696 Concrete Suppo;9r: __� - _— _Truck No. ___ _. __Ticket No. MICHAEL. LARSON Cast By: ____ __.Cu.Yds. _ 10 Load No. RAIN 43 34 Weather: —.--- -- --- ---- Temp.High: _ --Temp.Low: _---�-__ BLDG 23 STEM WALLS Location of Placement: — -- --_------_.-_�__--_--_- --.-_-_. _- --___--- 62 Test Time: 14340--- _ ____.-_.__.Concrete Temp: 3000 28 0. 5 " _T Strength Requirement: PSI 0 --_-_—days Slump -. _ __ Cement Type 0226 41� 314 Mix No./No.Sacks __.----_.T Air Content _........__...___..____ Max.Aggregate - _- AEA HOT GdAFF"R Admix.Amount: _— ____._Brand: dmix.Amount: Set Test® Register Date Date Total Area Unit Report Tested No. Days Number Rec'd Test Load PSI No. By ? 3999 02/22 02/21 52,780 28.33 1860 169 KB 28 3999 02/22 0.3/2_1 85,587 28.78 3020 187 KB 28 3999 02/22 03/21 86,438 28.38 3050 187 KB HOL D 28 3999 021412 03/21 85,170 28.38 3000 187 KB cc:C.I T Y OF T I CARD Remarks: C.a4TRAL'TOR-_IS AWARF. _OF-RLCH-SLLMP--...PER MICHAEL LARSOLV-- __-- — -- -- Information contained herein is not to be reproduced,except in full,without prior authorization from this office. A ,' ,syr•, rv. A ,ria. v •.;�. �'.. a �,'. r �WE.+ a „s,,,R. , .�,q! ^q:FFwsri�'>�,�bq►i�4,�=' .wlw+ w Ate”' • .� Construction Inspection &Related Tests Carlson Testing, Inc. Geotechnical Consulting 6 X 12 CONCRETE REPORT OF TEST SPECIMENS P.O.Box 23814 ( ASTM C'1 721C1431CI O64IC31/C.'1231IC39IC231 Tigard,Oregon 97281 Test Methods: _ Phone(503)684-3460 02/21 94 9-3-9058 FAX N 684.0954 Date Molded: 6RAMOR DEVELOPMENT OPME"NT Job No. Permit No: __—�_ _— -- --- -- INC Client: -- t � FANNO CREEA' APARTMENTS gi Project: — -- -- -- ? 125?2 SW MAIN ST TTGARD OR Address: ---- — ' KEYWAY NATIONAL GROUP R.IDEL_L CONCRETE Contractor: — v Sub Cnntractor: -- --•---- L ONES TAR NOR T1114ES T 0226 1676 X96 Concrete Supplier. _ Truck No. _Ticket No, — MICHAEL. LARSON 10 1 Coat By: ------Cu.Yds. —Load No. RAIN 43 34 Weathar. — _— - —.Temp.High: Temp.Low: R.L DG 23 STEM WALLS Location of Placement: -- —---- -- — :i 62 Test Time: ------Concrete Temp: i 3000 28 8.5 1, I Strength Requirement: —__._.__.__ ________-- —PSI ® -_-----days Slump _" .—._..-.__ Cement Type 0226 7.41% 3i4 " Mix No./No.Sacka ---- --.--- --Air Content -----_ Max.Aggregate -- -- -- i AEA HO T WA TER Admix.Amount: —Brand: Admix.Amount: — __—_.Brand: Set Teat® Register Date _ Date Total Area Unit Report Tested No. Days Number Rec'd Test Load _ PSI No. By .7 3999 02122 0212852,780 28.33 1860 169 KB � 28 3999 02122 03121 28 3999 02122 03/21 HOLD 2R 3999 02/2' 03/21 f, i x' CC=CITY OF TIGARD Remarks: --KF-YVA Y NO 27ldAt- ___SX1TrRnC7IDR TS_AWARE-OF._HIQi_SL[ML PER MICHAEL LARSODi.—.�____ Information contained herein Is not to be reproduced,except In full,withotit prior authorization from this office. s v �. 0 ✓�4av ;Y, '4ii a • Construction Inspection &Related Tests Carlson Testing Inc. y � Geotechnical Consulting REPORT OF .X 12 CONCRETE TEST SPECIMENS P.C.Box 23814 ASTM Cl.721C1431C I O64IC31/C1231IC39IC231 Tigard,Oregon 97281 Test Methods: _ — Phone(503)684-3460 02/1.7 94 93-9058 FAX H 684-0954 Date Molded: — , 19 Job No. Permit No: GRAMOR DEVELOPMENT INC � w Client ---- Project: FANNO CREEK" APAR TMEN T S 12.572 SW MAIN ST TIGARD OR Address: 1 KEYWAY NATIONAL GROUP BIOELL CONCRETE Contractor: — — ---.-_-__Sub Contractor: L ONES TAR NOR THWES T T ck N .7119 N 1 b 7634 Concrete Supplier: _._� — ti oo MICHAEL LARSON 10 3 Cast By: —,� _ Cu.Yds. Load No. RAIN 50 40 Weather: Temp.High: Temp.Low: GARAGE SLABS BLDG. 10 Location of Placement: --- — — — -- a 2:oo h3 Test Time: —_--_ Concrete Temp: 3500 28 Strength Requirement: - — ---- --- ---PSI Q _ _days Slump ____—_ —Cement Type ------ 0234 6.0' 3/4 " Mix No./No.„c ks ----- Air Content — --- --Max.Aggregate --- -------- AEA MIC.ROFIBEfd HOT WATER Admix.Amount: —_.__, Brand: — _ __--_Admix.Amount: -- Brand: Set Test Register Date Date Total Area Unit Repport Tested No. Days Number Recd Test Load PSI ;Too 3966 02/18 02/2 90,175 28.43 3170 166 l 28 -4966 02/187 0311.1- 28 396o 02/18 0311,; HOLD 3966 02/18 p: c.c:CITY OF TIGARD Remarks: —_- 7CT YWF1Y-N1TT.TC71VA7_ Z'C1T'.PT7'117Tr)14 --- ----- --- - ------ �Y SCIPV. AWARE OF SL UMP. Information contained herein Is not to be reproduced,except in hill,without prior authorization from this office. Construction Inspection £� Related Tests Carlson Testing, Inc. Geotechnical consulting REPORT OF" X 1,;' CONCRETE TEST SPECIMENS P.O. Box 23814 ASTM C'1.'' rC143/C1 OG4/C31:CI231/C3`.� Tigard,Oregon 97281 Test Methods: — __— Phone(503)684-3460 — FAX#684-0554 tt 02/1.1 `�4 9,?-905z? t Date Molded: —., 19— . Job No. Permit Na: GRAMOR DEVELOPMENT OPMENT 1 Nf7 Client: FANNO CREEK AFAR TMEN TS Project: _ 12572 SIV MAIN ST r.rGARD OR Address: KFYA0 Y NW IONAL GROUP —Sub OE'L L CONCRETE Contractor. Sub Contractor; Concrete Supplier. ONES TAR NORTHWEST Truck No. _�-._ 70� ____Ticket No. _16.75 11 Cast By: --- LEACH ---_— Cu.Yds. 10 _ Load No. RAIN Weather: —_ _ _ �_ __ � Temp.High: 40 _—Temp.Low: '�� Bt.II L O I NC; #.10 A T TACHEO GARAGE FOO TING`+ I ocatlon of Placement: 4 r, f r; -Test Time: ____ __ Concrete Temp: 30oO Strength Requirement: PSI 0 _ __-_-days Slump _____— Cement Type Mix No./No.Sacks ___.___..__._ Air Content ----- — _-..__ __ Max.Aggregate Admix.Amount: ____—_. __Brand: __ __.___-Admix.Amount: _ ___....._ _Brand: ._ Set TWO Register Date I Date Total Unit Re rt Tested No. Days _ Number_ Rec'd Test Load Area PSI ;Too - : 7 � r � tjrwV .�: 3""J3.1 02/18 02/1 ' 47,856 _ _28.40 1690— 159 KB 2z1 3931 02,'1tR 03/11 28 3931 02/.10 03/11 HOLD 3931 02/18 '4 i t� Remarks: Cc':C:I T Y (7(- T I GARD r„ A f Information contained herein Is not to be reproduced,except In full,without prior authorization from this office /„` .._,,.,,,,,�.r,w.u-a,pwwwrgnavz ... .�..v....,.y,, - y 1 Construction Inspection &Related Tests Carlson Testing, Inc. Geotechnical Consulting C, .X 1"_' CONCRETE FaEPQRT OF TEST SPECIMEN$ —- P.O.Box 23814 Test Methods: ASTM Ci.''2;'1.:143:C'1064IC31/C1231/C39 Tigard,Oregon 97281 —_ �_. Phone(503)684-3480 02/1.1 X74 9 3-9055 FAX/11384-0954 Date Molded: .__-, 19--- Job No. _ Permit No: - -� GRAMOR REVEL OPMEN T INC' Client: FANNO CREEK APARTMENTS Project ---�- 125.72 SW MAIN ST T.IG'ARt? OF' Address: h"t:YWAY NAI'IONAL GROCIP NInF 1.L C`ONCR1�r Contractor: _ _Sub Contractor: _ Concrete Supplier: L ONES TAR NOR T HWES T - Truck No. 7062 -Ticket No. .1 6.751 1 S Lf: Cast By: AI'1fC/ - Cu.Yds. 10 Load No. 1 RAIN Weather: _ _Temp.High: _40 Temp.Low: ?{��� E+u.Ir GING #10 ATTACHED GARAGE FOOTINGS WALL L ocation of Placement: _- ----------Test Time: ----- __-__. .____ _Concrete Temp. -___.-- 30170 { Strength Requirement: ---.- -.-.-.-PSI ® - -----days Slump -____-_ Cement Typel O<<e+ r%q Mix No./No.Sacks ---------------_--Air Content ------ --- Max.Aggregate 06 Admix.Amount: _ __-___—Brand: __Admix.Amount: _Brand: Set TWO Register Date Date Total Area Unit Report_ Tested No. Days Number Recd Test Load PSI No. By " 7 -493.1 02/18 02/1" 47,856 28.40 1690 159 I® 2 3931 021181 43/11 77,737 _2842. 274 __W2 _ - t - l t3 3931 021.10 173/11 77,618 -- --28,42_ _M0__-_182__._ _1CS HOL O 3931 02118 ' Remarks: c.c.' :CI TY or TIG4RO a Information contained herein is not to be reproduced,except in full,without prior authorization from this office. - — — ' u 4 Construction lnspertion 6 Related Tests Carlson Testing, Inc. Geotechnical Consulting REPORT Ox 1.' CONCI?E TL- TEST SPECIMENS P.O. Box 23814 ASTM C1• C143/C.1Oc;4/C.31 JC1231/C39 Tigard,Oregon 97281 '' Phone 503 684-3460 Test Methods: _ --------- � � 02/1.1 ?4 93-9058 FAX N 684-0954 Date Molded: 19 Job No. -- Permit No: -- ----------- ---- ----- GRAMOR DEVEL OPMEN r INC Client: F14NNO CRE EIC APAI?TMEN rS Project: --- — - _.-12572 SLS! MAIN I.T r I GAI?C) OI; Address: _ — ------ A E:YWA Y NATIONAL- GPs OUP _.club Contractor: 61 OEL.L._ CONCrf IT Contractor: ---- L ONES TAR NOR T HWES T _Truck No. _ 706, Ticket No. _ -16.7511 Concrete Supplier: — — Cast By: S a L EA CH Cu.Yds. _. 't O ____--Load No. l Weather: ____� A I N Temp.High: —10 ._._._ _Temp.Low: — { 81.11 L O I Nfa #10 417ACHFO C ARAGL:" FOO T I NG,',1 .:Z WAL L- I,ocation of Placement: - 6-:1 —Test Time: — Concrete Temp: _ _301;)(.7 strength Requirement: PSI ® days Slump Cement Type Mix No./No.Sicks -- Air Content -Max.Aggregate --- ----.--- Admix.Amount: ___ Brand: ----Admix.Amount Brand: Set TestO Register Date Date Total Area Unit Report Tested +t No. Days Number Recd Test Load PSI No. By 47,856 28.40 1690 159 KB '40 3931 02/11, 0311.t 77,737 _ -- 28.42 2740 ----- _ 182 KB_---- ,�ri 3X31 0241 03/1. Z7._618 ______ _.._2842- _2730_ _182. _ KB__— fC�I_L� 56 02/189,285 28.42 3140 199 _ K8 Remarks: cc 't I 7')' [N` TT l:h�)RO _ Information contained herein Is not to be reproduced,except in full,without prior authorization from this office. ,1 i IM Carlson Testing Inc. Construction Inspection & Related 'Tests Geotechnical Consulting l BEPQRT n_FL., 12 CONCRETE TEST SPECIMENS P.O. Box 23814 Test Methods: ASTM 01.72/C14 3/CI Oce 4 i C3.1,'0123J,C 39 Tigard,Oregon 97281 ---- _ Phone(503)6843460 FAX A 684-0954 Date Molded: 02/0 _' 19 94913-9050No. 913-9050 _ Permit No: Client: _ GRAMOR DEVELOPMENT INC' Project: FANNO CREEK APARTMENT-,; r Address: ._ !25.72 S14 MAIN :,7 T I GARD OT, KEYI,JAY NATIONAL- CORP. RIDELt. C:ONCRETf.-- Contractor: ,-dub Contractor: L ONES TAR NOR THWES T 7054 167383 Concrete Supplier: � ----Truck No. Ticket No. M (..l1f. 0>I .IO l Cast By: --Cu.Yds. __—Load No. i RAINING t," ! Weather: —_—._. ._ —_.- Temp.High: _._.__ -__Temp.Low: -_---_—_-- FOOTINGS, RL nG. 23 Location of Placement: 12: 1 63 ----._._--.------------.------------------------- .._____ _.___Test Time: -----_....____-__ Concrete Temp: 3000 28 2 t3 (; - '' 3tren th Requirement: � ' fl 4 ---- ------ — _--PSI O --_.___.---days Slump --- Cement Type v2 2h NO T t,IORKI NC; Mix No./No.Sacks Air Content — Max.Aggregate At A HOT 14ATEA Admix.Amount: __ 8rend: ___ -Admix.Amount: -- _-. ---Brand - _-_- Set Test@ Register Date Date Total Unit Report Tested Area No. Days Number Rec'd Test Load PSI No. By 32362 02,10, 02:1, 66 864 28.41 ` " — -_- ---- 2350 157 _,. _ --- ----- ---- - 23 3862 011/0.11 03/o'. 95,258 28.35 3360 178 KB N 330+2 02/07 0.1"'0" 96.840 __3420_ 178 KB t HOLE- 28 3862 02/0, 03/0 94,150 28.35 3320 178 K]B Remarks: C-C:U I T Y OF T I GARD , - Information contained herein is not to be reproduced,except in full,without prior authorization from this office. r. , K." ., .fin...r • u... s Carlson TestingInc. Construction Inspection &Relayed Tests Geotechnic4l Consulting REPORT OF h .X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 Test Methods: ASTM C-1.72/C14 3/C1064.IC31/C1231:C39 Tigard,Oregon 97281 ( — Phone(503)684.3460 FAX N 684-0954 02/09 94 93-9050 Date Molded: , 19 - Job No. _ Permit No: _— CRAMOR DEVELOPMENT INC Client: -- — Project: _ FANNO CREEK APARTMENTS Address: 125.72 tial MAIN ST TIGARD OR --- .�_ KEYWAY NATIONAL CORP. RIDELL CONI 1-,'r_-'TE Contractor: �_ —Sub Contractor: —_ !_ONE S TAR NOR THWES T 7054 16.738;3 Concrete Supplier: _Truck No. _ Ticket No. _ M LARSON 10 r Cast By: _�_ _ Cu.Yds. Load No. RAINING 3,11 19 Weather: _—. __ r �—Temp.High: __— Temp.Low: --- FOOTINGS BLDG. 23 Location of Placement: _ f 12:40 �3 Test Time: - L-4oncrete Temp 3000 G 8 -6 r--- Strength Requirement: PSI0 -_— days lump Cement Type 0226 NO T WORKING 3:".1 " r . Mix No./No.Sacks Air Content --- _Max.Aggregate ACA HO T WA TER Admix.Amount: _-- Brand: -------Admix.Amount: Brand: ..-_.____ ` Set TestO Register DatDate Total Area Unit Report Tented No. Days Number Recd Test --Load PSI No. By 7 3862 0210/ 02//1 66.860 28.41 2350 157 KB— 28 3862 0210/ 03/0' r: 1 28 3862 0,7 C310,1 HOLO .3862 02/0/ t� Remarks:— CC:C'1TV OF TIG,4RD Information contained herein Is not to be reproduced,except In full,without prior authorization from this office. fi �i Co Majioa Inspection &Related Tests Carlson Testing, Inc. Geoterhntieal Consulting REPORT OFA x t2 r-nNr'RFTF TEST SPECIME Ia P.O.Box 23814 � Tigard,Oregon 97281 Test Methods: nc r ,;Tz�,cq ,lt�aq LCLC1�'''�� _ Phone(503 684-3460 FAX 684-0954 Date Molded: — 00,104 ­ 119 19-94— Job No. 9;3-9058 Purmlt loo: — � f r C lent: _—G pAm0,q [)E-1,EL 0PNE-N T INE' � Project _—FF-m_ - Address: T VARA—aR--- Contractor: ��vW#4-Y.NAr_rQN4__L41RPJ__ Sub Contractor: R rDFi_f t- Nr^RFTF _. I Concrete Supplier: ._:n, �-^inn ruQcc T _—Truck No. 6!i Ticket No. . I Cast By: --T-rcu_ R Cu.Yds. -10 OF 24 Load Not— i Weather: ___`. 5UNNY __Temp.High: .40 Temp.Low: 23 SLocation of Placement: BUILL1NG 99 0 INTERIOR FOUNDA T IO L WALLr; _ _ Test Time: 2:1 5!—_---Concrete Temp: �a Strength Requirement: 3000 —-- PSI o �'8 days Slump�'1/4 -Cement Type[ -- Mix No./No Sacks 0226 Air Content —_ .__ _._T—_Max.Aggregate 14 ' Admix.Amount: -----Brand:WY_ALE.A —___Admix.Amount: _..---_---Brand: —_Brand: - - Set Testo Register J Date Date Total Area Unit Report Tested No. Days Number Recd Test Load _ PSI No. By_ I 7 382.3 _ '.'0.7 0�/11 79,793 _ 28:34- -2820 _ 153 -- - KB 28 3823 02/07 _03/04 _102,08028.46 3590 175ll® 28 3823 0"0'' 38,21 — 021O' ___ _102,000— 2846____ Remarks: -- KE YWA Y NATIONAL CORPORATION Information contained herein Is not to be reproduced,except in full,without prior authorization from this office. i. r Y... ,,., "o 4 .;y, v,,ti.w ,g� ,,,.,. I�'� t .moi '(�F'64. A � hYyF'�7t2� ,x, e� ' Construction Inspection 6 Related Tests Carlson Testing, Inc. Geotechnical Consulting REPORT OFA; X r.�) r ON1^r,£:1 _—^TEST SPECIMENS P.O. Box 23814 Tigard,Oregon 97281 Test Methods: AZ;T T ,c q,3,/�l 064�U IC 1 :31/G39 ___ _ Phone(503)684-3460 FAX 0 684-0954 ti Date Molded: 19—Q4— Job No. .52;?=:?0543 Permit No: —_ ---� s Client: -- !,--:VE-_-AMEN-T- Project: -- A't1f �-CA'Cc•r-r_-A4PAq T-M-nV-N4; - -- - Address: —.1,5 �W 04 r N S Tr:_,e_rrrt pR -- - Contractor: — KF_ 414T.1- (i�,;..{7f.', „' Gub Contractor: R rr).171 1 Concrete Supplier, r OWS T4Q 40Ra r�I1��T--___.—__Truck No. _.AEj__ Ticket No. Cast By: .—_—.� .u?�_f_yr-T_ — —_—Cu.Yds. __.__ 14) Q6 E A-14 Load Weather: --Temp.High: Qty—_Temp.Low: _ 23 Location of Placement: E111 NG 201'N[EPSi 0P% _......_.Test Time: 1sr--- ----Concrete Temp: `a_-- ------- Strength Requirement: _—_._��L7�_.___ PSI W - t-'_____days Slump `�_ i - „ - Cement Type1 h Mix No./i!n SacksAir Content --- -------_-.__ Max.Aggregate Admix.Amount: _______.Brand:4ILIAE Amount: Set Test® Register Date Date Total Area Unit Report Tested No. Days Number Recd Test Load PSI No. By c 6112 c7<;O. o.'i.1 .1 79,793 28.34 2820 153 KB 02107 03/04 fft.1L Ci -- — 2 Q,7 4=� 1 T i�ErAl�t7 1 Remarks: r' YWAY CCNU' ORATION Information contained herein Is not to be reproduced,ex-sept in full,without pi'or avO-orization from this c":ce. (17 s iia pp i' lYil oa v Carlson TestinInc Cms&uctim Imrpectwn &Related Tests 2 Geotechnical Consulting REPORT OF 6 X_12 CONCRETE TEST SPECIMENS — - - P.O. Box 23814 Tigard,Oregon 97261 Test Methods: ASTM C LQ L43/C10-4/C31/U1231/C39 _ Phone(503)684-3460 FAX#684-0954 Date Molded: __—S 2ZQ2 _., 19-9_ Job No. -.93-24aF__ Permit No: -- t Client: -.—SagAMOR DEVELOPMENT INC Project: — FANNO--CRUA2AR_1M-NETS— -- ---- - ---- --- - .. I Address: 12572 SW MAIN ST T I GARD OR Contractor: __ KEYWAY NATIONAL CORP . --_ -SubContractor. _BIDELL CONCPETE- Concrete Supplier: LONESTAR NORTHWEST Truck No. — 05-4 Tlcket No. —_167201= 2_.___ Cast By: ____-. Q. O 'CONNOR Cu. Yds. ---9------Load No. —-------- Weather: SUNNY ^..._. Temp.High: _45 __-Temp.Low: 21 Loca►IonofPlacement: FOUNDATION ON BUILDING 021----- Test 21 - —Test Time: 2_15 Concrete Temp: 60 Strength Requirement: __ 3000 —Y _ _ PSI a 28-____days Slump 4 ___-Cement Typel _ Mix,No./No.Sacks — 0226--------Air Content --------- Max.Aggregate i Admix.Amount: __ Brand: W/AEA—� admix.Amoljnt: ------- _brand: Set Test® Register Date Date Total Unit Report Tested Area @ No. Days —Number Rec'd Test - Load PSI No. By I 7 3775 02/03 _� -- — - 02/9 -. _55_.242 _2fl�3�_ 2300 1151 28 3775 002/03 03/0 91,184 28.44 3210 173 RB 28 3775 02/03 03/0 89,622 28.44 3150 173 IB HOLD 28 -2775 02/03 032 93,181 - 28.44 3280 173 I® -� Remarks: cc:CITY OF T I_GARD KEYWAY NATIONAL CORPORATION e a * INFORMED BIDELL FOREMAN OF SLUMP Information contained herein is not to be reproduced,except in full,without prior authorization from this office. 'r 1. Construction Inspection 6 Related Tests Carlson Testing, Inc. Geotechnical Consulting REPORT OF 6 X 12 CONCRETE TEST SPECIMENS P.O.Box 23814 Tigard,Oregon 97281 Test Methods: ASTM C J72/CL43/C1Q6,41C31/C 1231/C39 Phone(503)684-3480 FAX#684-0954 Date Molded: --__-92ZO2 19 4-- Job No. 93-9058 Permit No: N Client: ­_._ W3AMOR DEVELOPMENT INC I 1 Project: ----F-ANNO CREEK APARTMENTS ___------ ----- — I Address: — 12572 SW MAIN _ST TIGARD OR Contractor: -- KEYWAY NATIONAL CORP . _,. ._____Sub Contractor. BIDELL CONCRETE Concrete Supplier: _ LONESTAR NORTHWEST Truck No. _____054 Ticket No. -__- cast By: -__..____-- Q . 0 CONNOR _ ----C.i.Yds. -_____ 9 — Load No. Weather: SUNNY -- -- -.-----_---—Temp.High: 45 Temp.Low: 1 Location of Placement: FOUNDATION ON BUILDING #21 k -- — 1 - —Test Time: '.15- ---__-- —_Concrete Temp: 60 r PSI 0 28 days Slum 4_'__ Cement T I Strength Requirement: -_ ---300-0-- --- ---.__ _---_— —_ Y P -- - Type Mix No./No.Sacks --- -- 0226 Air Content --- ----- - ------ --- Max.Aggregat© 3/4 ----- ---- --- r Admix.Amount: _._ ___--__Brand: W/AEA --__-Admix.Amount: Set Test@ Register Date DateTotal Area Unit Re ort Tested t No. Days Number Recd_ Test Load — a-- PSI No. By I. 7. - --:3775 - 02/03 T 2 99 3. 23 28 3775 3775 02/03 03/0 28 3775 02/03 03/0 HOLD 2775 02/03 i Remarks: 4C:CITY OF TIGARD KEYWAY NATIONAL CORPORATION INFORMED BIDELL FOREMAN OF SLUMP Information contained herein Is not to be repro,uced,except in full,without prior authorization from this office. �rgpatie "^V•--�, M ''.- `'Y,Y!"' ijM'�V'8''l.. .ti,�ap "�'n,"HP(i Y AC1it' ;NW�m�. +STA rry�r�NV'"^�1h+�M.,.j' ' MA"a."IN�o'Y ""3" 1�A �`I• � t pA�F ; 2 `���A}i�''!�! j 1 1 I o r T 1'�i` ! A J c Construction Inspection &Related Tests Carlson Testing, Inc. Geotechnical Consulting 6 X 12 CONCRETE RE-PORT OF v-_ TEST SPECIMENS P.O. Box 23814 ASTM C172/C143/C1064/C31/C231/C1231/C39 Tigard,Oregon 97281 Test Methods: Phone(503)684-3460 FAX#684-0954 02/01 94 93-9058 Date Molded: - - -, 19- Job No. . Permit No: Client: GRAMOR DEVELOPMENT INC � —, -------_.---- ____ —__��---_ FANNO CREEK APARTMENTS Project: 12572 SW MAIN ST TIGARD OR Adaress: — —-- - — —--- KEYWAY NATIONAL CORP . BIDELL CONCRETE Contractor: _-_. -- _ _ pub Contractor: _ LONESTAR NORTHWEST 7065 173593 Concrete Supplier: ___ __-_ _-_._._.Truck No. — _Ticket No. M. LARSON 10 2 Cast By: -____..______.-______ -__Cu.Yds. --------.Load No. SUNNY 48 24 Weather: _ _ - --__ -Temp.High: Temp.Low: SLAB ON GRADE BUILDING 010 Location of Placement: --- --- ----- --------------------._------.--- 9:50 65 Test Time: _Concrete Temp: 3060 28 1/4 IT Strength Requirement: - --- - _ - ----- -- ----- PSI fD ---- ----days Slump _._ Cement Type 0226 4 .9% 3/4" Mix No./No.Sacks -------------Air Content ——-- ------ Max.Aggregate W/AEA FIBER MESH HOT WATER Admix.Amount: __._Brand: Amount: -----_-_..--Brand: Set Test® Register Date Date Total Area Unit Report Tested No. Days Number Recd Test Load PSI No. By 7 3751 02/02 02/0 28 3751 02/02 03/01 --- ____ 85 11510_-__ 28.44 _ 3010_ __171_- i®__ 28 3751 02/02 03/0 --- - ------- - - - - - - - _95,370--___ _28-44 3000-- -171--- - - HOLD 78 3751 02/02 03/0.1 --- ----- - ---- - - -- --- 85,381 - ---- 28.44 _ 3000- 171 ---- CC:CITY OF TIGARD Remarks: * INFORMED 6IDELL FOREMAN OF SLUMP Information contained herein Is not to be reproduced,except In full,without prior author;-ation from this office. Carlson Testing Inc. construction Inspection 6 Related Tests Geotechnical Consulting 6 X 12 CONCRETE fEPQRT OF TEST SPECIMENS P.O. Box 23814 ASTM C172/C143/C1064/C31/C231/C1231/C39 Tigard,Oregon 97201 Test Methods: — _ Phone(503)634-3460 FAX p 684-0954 02/01 94 93-9058 Date Molded: __ —_—_ , 19�_�__ Job No. ---- Permit No: Client: GRAMOR DEVELOPMENT INC FANNO CREEK APARTMENTS Project: .--_--_�_---_----- 12572 SW MAIN ST TIGARD OR Address: KEYWAY NATIONAL CORP . BIDELL CONCRETE Contractur: - - Sub Contractor: LONESTAR NORTHWEST 7065 173593 Concrete Supplier: _ _ —_— .Truck No. M. LARSON 10 2 4r Cast By Cu.Yds. ___._._ -_..____----.-----Load No. SUNNY 48 24 41111111111 Weather. _-- _---__--_____—_— —_ - Temp.High: ._—_.._—._Temp.Low: - SLAB ON GRADE BUILDING 010 Location of Placement: -- -- — - -- --- -- - - - --- ----------- - r 9: �;0 65 'fest Time: _- _ -_Concrete Temp: 3000 1/4 't," Strangth Requirement: --m..__ - PSI ft days Slump - Cement Type 0226 4 .9% 3/4" Mix No./No.Sacks Air Content ------.__ _ Max.Aggregate W/AEA FIBER MESH HOT WATER Admix.Amount: ----------Admix.Amou. it: --___ _-__.Brand: Set Test® Register Date Date Total Area Unit Re rt Tested No. Days Number Recd Test Load PSI ;Too 7 3751 02/02 02/0 --- — -- -- �.371i_ �7� 28 3751 02./02 03/0 28 3751 02/02 03/0 HOLD 3751 02/02 6 J cc-CITY OF TIGARD Remarks _KEYWAY NAT TONAL-CORF'ORAT ITJRY �—— --- ---- INFORMED BIDELL. FOREMAN OF SLUMP Information contained i erein is not to be reproduced,except In full,without prior authorization from this office. Construction Inslrection &Related Tests Carlson Testing, Inc. Geotechnical Consulting REPO ''OF6 X 12 CONCRETE TEST SPECIMENS r - - P.O. Box 23814 Tigard,Oregon 97281 Test Methods: ASTM C172/C143/C1064/C31/C1ZZ]/C39 Phone(503)684-3460 FAX k 684-0954 9 ! Date Molded: — 01/31 -- 19 19_ 94.__ Job No. 93-9058 — Permit No: Client: _____-GRAMOR DF_VELOPMENT IjyC _____ Project: ---FANNO CREEK APARTMEN-T.5-. Address: -12572 SW MAIN ST_T I GARD OR Contractor: _ KEYWAY NATIONALSC'2_P . gubContractor: _VAN 'S CONCRETE _ Concrete Supplier: 1 ONESTAR N0RT-HWf-5T-- -Truck No. -__ ].13 Ticket No. __167072 Cast By: _ - . L.Ef_1C.j{ __—_—Cu.Yds. Load No.1 Weather: SUNNY _ Temp.High: - 4 7 -_-Temp.Low: 2.6_ Locatlonofrylacement: BUIL')TNri #18 GARAGE SLAB -----Test Time: 8-30 Concrete Temp- _64 ---- ---- Strength Requirement: __---3500 -_ —-____ ___PSI ® -- 28 --days Slump 5112" -Cement Typel Mix No./No.Sacks 234--------- -Air Content -- - -- - Max.Aggregate 3/4 Admix.Amount: -- Brand:MICRO FIBER Admix.Amount: __ —BrandHOoI WATER y' Set Test Register Date Date Total Unit Report Tested No. Days Number Rec'd Test Load Area PSI No. By 7 3745 02/01 02107 96,597 28.42 1990 149 KF 28 3745 02/01 02/2EI 87,506 28.35 3090 170 IB 56 3745 02/01 03/28 _.... --------- Remarks: PC:CITY_OF. T-IARI) -- KEYWAY NATIONAL CORPORATION Information contained herein is not to be reproduced,except In full,without prior authorization from this office. u14� c t 114113, ` � � t x a4t f d i '� r yeti w n 13,e lq r Construction Inspection &Related Tests Carlson Testing, Inc. Geotechnical Consulting REPORT OF6 X 12 CONCRETE — __ TEST SPECIMENS P.O. Box 23814 ' Tigard,Oregon 97281 West Methods: ASTM C172/ 231/C39 —, r Phone(503)684-3460 — - FAX#684-0954 3 Date Molded: — 01/31__ , 19-9'4-.-- Job No. -43= 58 -- Permit No: — f Client: GRAMOR DEVELOPMENT INC__.____..-- _�----.--_— --- ------ Project: _- FANNO CREEK APARTMENTS___.._ - ----. __ - -_— - Address: -_-_-12572 SW_MAIN ,T TIGAR Contractor: _ KEYWAY_NBTI-ONI 1L-CORP -__ __-Sub Contractor: - VAN'S CONCRETE Concrete Supplier: -LONFSTAR NORTNo. __ 113 —___Ticket No. _--X67072 Cast By: S...-LEACH __-_ —._—_ _—_Cu.Yds. 10 —__-.Load No.1 _—_— Weather: ---- SUNNY ------ - - —___ _ --_—_. --Temp.High: 47- -___hemp.Low: '6 t.ocationotPlacement BUILDING ##18 GARAGE SLAB i "l . Test Time: 830 _--_--Concrete Temp: 64 3500PSI rip _. 28-- days Slump 5-_112 - Cement Type r Strength Requirement: - - --- - r' 0234 3/4 " } Mix No./No.Sacks ------- -------- Air Content ------- _ --------_u.---- Max.Aggregate ------- Admix.Amount: _ Brand:MICRO-FIBER .: OT WATER _ Admix Amount: �—--Bran Set Test® Register Date Date Total Area Linit Report Tested No. Days Number Recd Test Load PSI No. By 7 3745 02/01 02:U 96,597 1.8.42 1990 149- KP - { 28 3745 02/01 02/2 28 3745 02/01 02/2 _ cc'CITY OF-_T��LRD-­­----------- - - -- - _ - i Remarks: - .KEYWAY NATIONAL CORPORATION Information contained herein Is not to he reproduced,except In full,without prior authorization from this office. !',..�+ ,..-... ....w ..+y,Yh�nb++ttsu17PW115fiL',�SNRti'M.YIrMP�INsai4"i"4:i�6i'4.;+9 .fVrY.eu,:�r�.>:awwrrAp. Wi11i� .tw .. t . ow Carlson Testin Inc. Const��tio.� Inspection 6 Related Tests Geotechnical Consulting RCPORTOF6 X 12 CONCRETE TEST SPECIMENS — --�_-- P.O. Box 23814 Tigard,Oregon 97281 Test Methods: ASTM C172/C14:1/C1064/G31—/�C-2-�J.—/C_39 ___ (`hone(503)684.3460 FAX#684-0954 i Date Molded: __.Q11�L______—, 19-44-- Job No. -93-9058 Permit No: Client: ._ GRAMOR_DES/ELQPr NT INC: — 1 Project: ---------- ) Address: —_ 12572 SW MAIN ST--T_Ia_RA_� Contractor: .__SWAY NAT IONAL CORP . __Sub Contractor: VAN 'S CONCRETE_ _ Concrete Supplier: _1_ONE5 _AR_N9.FtT_H1E53-__ .Truck No. 113 _ _______Ticket No. —__167072 Cast By: S . LEAO}H__--_--_--_______...____._._-.____-_-_______—__Cu.Yds. --- -C--_- - --_-__-. I nod No.1 _ Weather: SUNNY.------ Temp.High: _47 Temp.Low: 26 Locatior.of Placement: BUILDING #18 GARAGE SLAB Test Time: 8' 3 0 - ----___-_----Concrete Temp: _64_ Strength Requirement: 3500 a — 28--days_—_days Slump _.1/2" _-Cement TypeI Mix No./No.Sacks 0234 Air Content ---- _ —_— Max.Aggregate 3/4—________ __ n MICRO FIBER SOT WATER Admix.Amount: _____—___.__.._....__.brand: . _.._.._..__...-_ ___— Admix.Amount: ____ Brand+ _ Set Test Register Date Date Total Area Unit Re ort Tested No. Days Number _ Rec'd Test _ Load PSI— No_ TBy 7 3745 02/01 02/07 56,597 28.42 1990 149 KP 28 3745 02/01 02/2 87,506 28.3 3090 1'10 KB 6, lob 3745 02101 03128 102,470 I 28.35 3610 194 KB a° L_ --- -- Remarks: _cc:CITY KEYWAY NATIONAL CORPORATION Information contained herein is riot to be reproduced,except in full,without prior authorization from this office. Carlson Testing Inc. Construction Inspection & Related Tests Geotechnical Consulting REPORT 0F_i�_X_Jt2 CONC ER TE TEST SPECIMENS P.O. Box 23814 Tigard,Oregon 97281 Test Methods: ASTM-_ :�41GPhone(503)684-3460 FAX k 684.0954 Date Molded: n1 /2R , 19__911— Job No. _93=51Q513.___-- Permit Na --- --- Client: ----GQQk10&-LIE 1EL0PMENT_J NC -- Project: __F-AWCREEK APARTMENTS------ Address: .-- 12572 SW MA T N ST_ T T GARD Contractor: _._.._ KEYWAY NAT TONAI - C O Rp_.__ -Sub Contractor: __VAlg1 CONC'RETF-_____ _ Concrete Supplier: 1 C1NESTAR__NORTHWFSL Truck No. _7.111 Ticket No. __1&69913 _— Cast By: -__ _Cu.Yds. __1Q —Load No. 1 Weather: SUNNY —_ Temp.High: ._5Q—Temp.Low: _ 32 LocationofPlacement: SLAB ON GRr.DE GARAGES BUILDING #19 Test Time: 8:00 Conciete Temp: -_ 64-_ Strang+'..Requirement: __ 3500 ...... ___--_ _ ___PSI 0 _.. �8_--__days Slump4...__1�2��-__. Cement TypeI Mix No./No.Socks —_ 0234 .-------___.-_----Air Content 5.2% Max.Aggregate 3/4".-----.-. Admix.Arnount: W/AEA Brand: F-I_BER __Admix.Amount: _8randHOT_WATER Set Test® Register Date Date 'fotai Area Unit Report Tested No. Days Number Recd Test load PSI No. By 7 3702 J1/31 02104 57,803 28.26 2050 146 KB ri t: 28 _ 3702 01/31 02/2 89,898 _ _ 28.44 3160 168 -- 28 3702 01/31 02/2 5g1 1[,44-- HOLD 3702 01/31 —Q ,w -----__.---- _-- Remarks: ._cr_=Y_0F__TIGARD—__ KEYWAY NATIONAL CORPORATION Information contained herein is not to be reproduced,except In full,without prior authorization from this office. - T I r� Construction Ins pection 6 Related Tests Carlson Testing, Inc. Geotechnical Consulting REPORT OF 6 X 12 CONCRETE_ TEST SPECIMENS P.O.Box 23814 Tigard,Oregon 972.81 Test Methods: __ ASTM Phone 503 884.3460 FAX N 684-0954 Date Molded: -- 01-4213 19.9 4- Job No. Permit No: -- ----- client: --r-RAMCIR 4)EVE4494461N.T. INC Project: - FANNO -CRVEK ARAMENTS Address: _ 12572 SW MAIN ST T I GARQ-OR- -- ----- - ----- r. Contractor: - KFYWAY NATZONA1 Sub Contractor: __$DELL_ CONCRETE Concrete Supplier: . I ONEST Truck No. — 111 _--___Tlcket No. _13573 -_ Cr.&1 By: __ M I ARSON --..-, - Cu.Yds. —_-$�5�-__��_Load No. 5 Weather: SUNNY _- _ Temp.High: SO Temp.Low: Location of Placement: STEM WALLS BUILDING #21 'r Time: ZI22_ -__._.Concrete Temp. _-58_ F f Strength Requirement: __---3000 - - - -_-- _ -- -PSI a __ 28 -days Slump 8 *_- -Cement Typel 0226 5 .5'c 3/4 MI: No./No.Sacks ---- _ _.__�_Air Content -- -_w_._ -- _ Max.Aggregate Admix.Amount: _ __Brand: W�AEA _Admix.Amount:SANDY MIX _ .Brand 'i ac SO Test® � Register Date Date Total Unit I Report Tested No. I Days Number Recd Test Load Area PSI No. By 7 3703 01/31 02104 57,645 28.26 2040 147 IB _ 28 _— 3703 01/31 _02/2 _U,457_ 28,44 3040 167 K8 - - 28 3703 01/31 02/2 86.542 - -_28.44.. 3043167 !C8 - - HOLD 28 3703 01/31 _.02128 3050 1 fig t®______ -- ---28-,i 4 Remarks: _rG;_G7_ZY t]E_T-I-Cu?R_C) --- --- ----- ----.. _ KEYWAY NATIONAL CORPORATION __--* N-Q=IF_(]_-ICE_YJWAY-AND SUi"o'r R TNTFNDANT_pF_�,LUMP Information contained herein is not to be reproduced,except In full,without prior authorization from this office. R' '1. Construction Inspection &Related TestsCarlson Testing, Ine. Geotechnical Consulting REPORT OF 6 X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 Tigard,Oregon 97281 Test Methods: ----_ASTM_r_ 17; j --_. Phone(503)684-3460 ` FAX 11684-0954 Date Molded: —._Z 19-94-__. Job W. Permit No: Cllont: Prolect: -- FANNO r FK- Address: 12572 SLI MAIM--_ST— T I GARD Ofd-------_. --------- Contractor: _— EYW$Y_NAIYONAJContractor. RIDELL r NCRETE Concrete Supplier: I ONF S AP NORTHWEIL�I_--_______---Truck No. __ j n Ticket No. Cast By: __ M I ARSON _�_ __ c�_�r_ __Load No. ------------.Cu.Yds. 1--------._._--__-_- - Weather: —_— SUNNY —_—_—_ .,_ Temp.High: .. 50 -----Temp.Low: 32- STEM WALLS BUILDING #2�____----_ r Location of Placement: , -- x y Test Time: _2.0_-_—__-__.. ConcreteTemp: Strength Requirement: --—_T3000 PSI ® _—28_._.days Slump 8 __*.__.____-Cement Typel Mix No./No.Sacks 0226 _ _Air Content -_ 5 .5% _— Max.Aggregate 3/4 Admix.Amount: -----Brand: W/AEA _--._--._Admix.Amount:SANDY MIX_ _ _-_—Brand: Set teat® Register Date Date Total Unit Re ort Tested No. Days Number RecdArea Test Load PSI Npo. By i 7 —3703 01/31 02104 57,645 28.26 2040 147 KIB i 28 3703 01/31 02/2 4 28 3703 01/31 02/2 HOLD — , 3703 — 01/31 t Remarks: .._ccr_TTY OF TI-GAB[2._---- ------------ ---- - " KEYWAY NATIONAL CORPORATION ;v *_NOTIFIED KEYWAY._AND_SUPF-RINSENDANT._..OF-SLUMP -__---_-_--_--- c Information contained herein is not to be reproduced,except In full,without prior authorization from this office. J 4 M ,%.:.,4 L4,1 Construction Inspection 6 Related Tests Carlson Testing, Inc. Geotechnical Consulting REPORT OF/x_12 CONCRETE TEST SPECIMENS P.O.Box 23814 Tigard,Oregon 97281 Test Methods: ASTM C1'»1r143Zf'1064/C2'A1 /c'�1 / _1781 /r--;'? __ Phone(503)684-3460 4 FAX#684-0954 Date Molded: - 01 /28 -, 19-_94-__ Job No. --93-9.058_-___ Permit No: --- --- ---- ----- 1 Client: _._.---- RAMMDEVZLORMFNI TNC ---- _------- — -,--__ ---------__.____.__._------ 3 Project: —_-F ANNO-L EF.K -APART-KENT_'., ---- -- - --- ----- -------- ._ ._ s Address: 12-+77 SW MAIN sT-__IIGARD__DR 4 Contractor: ..__ KEYWAY NATIONAL CORP - -- — Sub Contractor: VAN 'S CRETE Concrete Supplier: __LONES _AR___NQ.RTHWEST_ ---------Truck No. — 71 1 1 _ Ticket No. W__1LL699B______ t, Cast By: M I ARSD __ _ _.Cu.Yds. 10 Load No. —__- i Weather: --__�__--_ SUNNY ----._--__-, ---__�___. Temp.High: 50 Temp.Low: ?--- - Location of Placement: SLAB ON GRADE GARAGES BUILDING #19_ --------— _. :r Test Time: 8-:00 __ Concrete Temp: Stren,., quirement: — -- 3500-- — - -------- - PSI a 2.8 -days Slump 4 1/2'_'--- Cement Type l - 23234 .2% Mix Nu.i 4o.Sacks 0 0 -— ---Air Content —55 -- ----- Max.Aggregate W/AEA FIBER HOT_ WATER Admix.Amount: __ Brand: --_ Admix.Amount: _ Brand. _— _ __- Set Teat® Register Date Date Total Unit Report Tested yy - No. Days NumberRec'd, Test Load Area PSI No. _ By 7 3702 01/31 02104 57,803 28.26 2050 .146 KB 28 3702 01/31 02/2 143a 28 3702 01/31 02/2 HOLD 3702 01/31 Remarks: -- CITY-;KEYWAY OF. ..._ ATIONAL CORPORATION TGARD -- -- —_._..._.-_ _ ) Information contained herein Is not to be reproduced,except in full,without prior authorization from this office. a. , „p I !� a �{�. M��i�'�� �I�I ��`�� (:<! �F � w.: ,+^s �•,yy�p�;xra6r�rq�•, a�A''✓RMb I m Carlson lvesting Inc. Construction Inspection i Related Tests , Geotechnical Consulting REPORT OF X 12 CON�BE TE TEST SPECIMENS P.O. Box 23814 Tigard,Oregon 97281 9� Test Methods: �1Z21�143�lifJh4/C2'41/r'�1 /�1�'�1 /('�9 Phone(503)684-3460 I FAX k 684-0954 Date Molded: —n1 /28 _-�, 19--9A__ Job No _-93-9-05fi_.____ Permit No: y, Client: r._.-GRAM OR T- TNf_ w.--�._ - ------ —_- ------- -- - - Project: ______ 44NU0 T14EhI-75__ Address: -_- 12572-W_-MA_1N__SL_T_1GARD__QR___- -- -___ _ --------- --__. Contractor: _-____. K Y_WAY_IAT_10NAL_L.ORP.. pub Contractor: V.At_l-O-S-CONCB.ET_R___------ --_ -_ - Concrete Supplier: -I ONESTAR NORTHWE$L—_— Truck N.). _—_._J_111________—_Ticket No. __166998--------- Cast By: __ _M.__CARSON —__a.- _--- _Cu.Yds. .__...—.1D---- _ Load No. 1._--_- Weather: _J S__. --- -------____-_ Temp.High: __._____...__.TemLow:p. ---_-- UNNY 50 32 � Location of Placement: SLAB., ON GRADE GARAGES BUILDDING 019 _----- --------- ------ - Test Time: Sr OQ- _-- Concrete Temp: _64 - Strength Requirement: ---3500 _.. -__ _-- PSI a 28-_-days Slump 4 1/2" Cement Typal { 0234 _S.2%-- --- 3/4" Mix No./No.Sacks --- - —Air Content -- Max.Aggregate Admix.Amount: W/AEA �— Arend FIBER Admix.Amount: BrandHOT__WATER - Set Test® _Register Date Date - _Total — - Area Unit Report Tested No. Days Number Recd Test Load PSI No. By 7 3702 01/31 02104 57,803 28.26 2050 146 KB ' 28 - 3702 01/31 02/2E 89 898_--_-_ 28.44 3160- 168 Ka 28 3702 01/31 02/2 _90,591 .__28.44 . - 3190 HOLD __5_6 3702 _ 01/31 -03,125 112,360 7.8.69 3920 192 I03 Remarks: :CITY OE_TI_GARQ -----------------__..__— _ _ _ KEYWAY NATIONAL CORPORATION Information contained herein Is not to be reproduced,except in full,without prior authorization from this office. a a Construction Inspection &Related Tests Carlson Testing, Inc. Geotechnical Consulting 6 X 12 CONCRETE • REPORT OF ___— TEST SPECIMENS P.O.Box 23814 -- — I ASTM C172/C143/C1064/C?1/ Tand�Oregon 97281 C1231/C39 9 9 Test Methods: — Phone(503)684-3460 FAX 0 684-0954 01/27 94 93-9058 Date Molded: — --., 19.---- Job No. ------ -- Permit No: --------- GRAMOR DEVEt.OPMENT INC Client: —. ---- FANNO CREEK APARTMENTS Project: _ 17.572 SW MAIN ST TIGARU OR Address: _- -- -- I KEYWAY NATIONAL CORP . BIDELL CONCRETE Contractor: __ _ SubContrsciur. LONESTAR NORTHWEST 81 166936 Concrete Supplier. H. P . MURPHY 10/20 1/2 Cast By: _ —_-- - --.-- -_Cu.Yds. —.---... _ Lnad No.RAI �w4 r1y N 51 30 Weather: _.._—.— ----..-- --- --- Temp.High: ---Temp.Low: ATTACHED GARAGE FLOOR SLABS , BUILDING #8 Location of Placement: 1 �'s 60 --Test Time: ___.__ Concrete Tem p &$ Strength r1equirement ------ ---- - -- - --__ ___ PSI ® _ - days Slump - Cement Type -- -- - 0234 3/4" 5 Mix No./No.Seeks ---------------_ ._Air Content Max.Aggregate ..--- --------------- -- Admix.Amount: _ _ ______ Brand: - ..- --- ---Admix.Amount ----.-.__ -....__.---Brand: -----__-�---- _--. — - Set Test@ Register Date Date Total AUnit Re ort Tested ; No. _Days Number RecdArea Test Load PSI No. -- By 7 3670 01/28 02/03 50,328 28.40 1770 144 BT 28 3670 01/28 02/24 v, 28 3670 01/28 02/24 i f cc:CITY OF TIGARD Remarks: __---KEYWAY -NAT-IONAL Information contained herein is not to be reproduced,except in full,without prior authorization from this office. i 4At i w i i • Construction Inspection E Related Tests Carlson Testing, Inc. 8 Geot�-hnical Consulting 6 X 12 CONCRETE REPQR?'OF _TEST-SPECIME 1�S ------- - P.O. Box 23814 ASTM C172,'C143/C1464/C31/C1231/C39 rigard,Oregon 97281 Test Methods: —.— - _ Phone(503)684-3460 FAX#684-0954 01/27 94 93-9058 Date Molded: - _ , 19__ __ Job No. - - --- Permit No: - -- GRAMOR DEVELOPMENT INC Client: -- - -- ------ -- --- -------- i FANNO CREEK .'APARTMENTS Project: ..__--_--_-- 12572 SW MAIN ST TIGARD OR 1' Address: KEYWAY NATIONAL CORP . BIOCLL CONCRETE Contractor: .__ --_----_--_.._..___-_ -Sub Contractor: LONESTAR NORTHWEST 81 166936 Concrete Supplier: __.__- -----_----_-----Truck No --______.___.-._Ticket No. H . P . MURPHY 10/20 1/2 Cast By: - __-__.—__._ -_ _-Cu.Yds. Load No. __- RAIN 51 30 Weather: _ -Temp.High: ---------_Temp.Low: ._ _... ATTACHED GARAGE FLOOR SLABS , BUILDING #8 Location of Placement: — ---- ----- - - --- ...._...----------------- --- ---- - ----- 8:30 60 Test Time: Concrete Temp: 4 Strength Requirement: P51 a days Slump - --_-- Cement Typt 0234 3/4" Mix No./Nu.Sacks -----.-.- ----- —Air Content --__ __ Max.Aggregate ------------------ �I Admix.Amount: ___. _._.____.__ .Brand: Amount: — ___.Brand: .-__. x Set Tr;.t® Register Date Date Total Area Unit Report Tested No. Days Number ,c'd Test Load PSI No. By ¢ 7 3670 01/28 02/03 50,328 28.40 .1770 144 BT + 28 3670 01/28 02/24 83,195 28.51 2920 165 KB ):✓ 56 3670 01/28 (13124 101,650 28.51 3565 193 KB i cc-CITY OF TIGARD r Remarks: --- KEYWAY NAT At- F'ORPORAT-19N— - — — Y g t S, J. aN Information contained herein Is not to be rr-vmduced,except in full,without prior authorization from 10,119 office. G„ I Jill Y , Carlson Testing Inc Construction Inspe,•tion &Related Tests Geotechnical Consulting 6 X 12 CONCRETE REPORT OF TEST SPECIMEN -- P.O.Box 23814 ASTM C172/C143/C1064/C31/C1231/C39 Tigard,Oregon 97281 Test Methods: Phone(503)684-3460 FAX#684-0954 01/27 94 93-9058 Date Molded: , 19——_ Job No. Permit No: i GRAMOR DEVELOPMENT INC Client: — --- ---- — :.,, ^ FANNO CREEK APARTMENTS w Project: 12572 SW MAIN ST TIGARD OR Address: — _ KEYWAY NATIONAL CORP . BIDELL CONCRETE —�� Contractor: — Sub Contractor. LONESTAR NORTHWEST 81 166936 Concrete Supplier: _ -----.Truck No. --_Ticket No. H. P . MURPHY 1.0/20 1/2 Cast By: _ ___ —_Cu.Yds. —_Load No. RAIN 51 30 Weather: —__ _� _ —Temp.High: —----Temp.Low: ATTACHED GARAGE FLOOR SLABS , BUILDING #8 Location of Placement: --- — T- — _— -- __----__ 8.30 60 a; -----.---Test Time: .W_.------- _._._Concrete Tel Strength Requirement: __ _ ____.PSI ------- .-days Slump ___.__ _—Cement Type 0234 3/4" Mix No./No.Sacks Air Gontent — —Max.Aggregate 4 Admix.Amount: _— —_—__Brand: ._� — _—_Admix.Amount: --Brand: __— Set Test® Register Date Date Total Unit Report Tested No. Days Number Rec'd Test Load Area VSl No _ By 7 3670 01/28 02/03 50,328 28.40 1770 1.44 BT 28 3670 01/28 02/24 — — — --_— --- 83,195 28.51 2920 165 KB 28 3670 01/28 02/24 "�C:CITY CF TIGARD r Remarks: -- 1( Y-WAY(--NA-T-I-ANAL CORPARfRT-1(04- Info,mallon contained herein Is not to be reproduced,except In full,withow prior authorization from this office. 77 1 1` 1 �,h`. I ,y i Jl 4 1 7 i `+ z r+ :'.t �Y,�`i � r M v {a•.� + +�'L� $i;� "v.. �... 1 4, '��E �,�std ' py�*, �` •. . ,� �r, �r� ,•r4• � Nyr " ,� J i i.r' i� r� h7r4.t . .. «,�+wt'Lwi..E_ -._...r....e«1.u.-.. .-..,..„.,.«.,...,,..,».,....wr..wrWiYw+tlNM11M�h1�W11M ...h., _:E .�!:. �E •�,1 j Construction Inspection 6 Related Teats Inc.Carlson Testing, Geotechnical Consuiting 6 X 12 CONCRETE r, REPORT OF —__ TEST SPEGIMcNS P.O.Box 23814 ASTM C172/C143/C1064/C31/C1231/C39 Tigard,Oregon 97281 Test Methods: - — — Phone(503)684-3460 FAX 11684-0954 O1/26 94 93-9058 Date Molded: , 19 Job No. — — Permit No: - GRAMOR DEVELOPMENT INC +' Client: _ -- --- _ --_ -- -- -- -_ - —�_ FANNO CREEK APARTMENTS Project: - 12572 SW MAIN ST TIGARD OR Address: - ----- - ----- ___ ----- ---- ,' KEYWAY NATIONAL VAN 'S CONCRETE Contractor: ------ ----- - --dub Contractor: -- --- ---- ---------- LONESTAR NORTHWEST 111 166896 Concrete Supplier. __.____-----Truck No. _Ticket No. H. P . MURPHY 10/60 6 Cast By: --_ --_ --Cu.Yds. No. _—_----------- _ B� RAIN 50 38 Weather: __ -__. _� - -- ---.--...--__.- _ -__m.Temp.High: _..-___-- Temp.Low: - SLAB ON GRADE , 13UILDING ;+19 P I.ocation of Placement: ---- - -----._...- -----— --— ------- -- - ---- -- --- fi'`r 8: 30 60 Test Time: Concrete Temp: _ ._ --------_-.-- t. Strengtt�Requirement: _ ------ --_-- --. _ ..- ----------. ..---- ___ ?SI days Slump ___....__.Cement Type - ------------ l26 3/4" Mix No./No.Sacks --- -_ ----- -Air Content ----.------.-- --- - Max.Aggregate -.---_--- -- ------ FIBER Admix.Amount: —-_ -- _ Bran(. -- _Admix.Amoint: ---........_.._------Brand: .----__ Set Testi Registe Date Date Total Area Unit Report Tested No. Days Numbe Recd Test — Load -__ — PSI No. By I 7 363E 01/27 02102 36,703 ?8.49 90 139 KB c 28 363E 01127 02/2. 8.32 --42520 163 ._ -KI3 56 363 01/27 03/23 77,539 2740 189 - KB ' cc-CIT)' OF TIGAR Hernarks *C-Y­W4Y---NAT -eE)RPOFiA! %N i N f Information contained herein Is not to b 3 reproduc od,ercept In full,without prior authorization from this office.ON 11,IMF k i LaA Ai A ,rri. - �rY��rlfilr ..w ' - w. ;, .y�• 111twit 411 t ,r l Construction Inspection &Related TestsCarlson 'resting, Inc. Geotechnical Consulting 6 X 12 CONCRETE a REPORT OF _ TEST SPECIMENS P.O.Box 23814 ASTM C172/C143/C1064/C31/C1231/C39 Tigard,Oregon 97281 Test Methods: —_. — Phone(503)684••3460 01/26 94 93-9058 FAX 0 684-0954 Date Molded: 19 Job No. Permit No: 6RAMOR DEVELOPMENT INC Client: FANNO CREEK APARTMENTS 'u Project: 12572 SW MAIN ST TIGARD OR Address: — ------ "j KEYWAY NATIONAL VAN 'S CONCRETE Contractor: -- — -----Sub Contractor: LONESTAR NORTHWEST 111 166896 Concrete Supplier: _—__—_ -- Truck No. — -Ticket No. H . P . MURPHY 10"'60 6 Cast By: ,_ __— _--Cu.Yds. _ _ —Load No. — RAIN 50 38 Weather: Temp.High: ----Temp.Low: _ SLAB ON GRADE , BUILDING #19 Location of Placement: — --- 8:30 60 ____ Time: —T-____._-..__—.Concrete Temp: r Strength Requirement: PSI 0 ------.days Slump -----_—___Cement Typa 0226 3/4" Mix No./No.�'ack3 --------- Air Content ---- Max.Aggregate FIBER Admix.Amount: --Brand: —__--_ -Admix.Amount: —_-----__--Brand, Set Test Register Date Date Total Unit Report � Tested ' No. Days Number Rec'd Test Load Area PSI N By I 7 3638 01/27 02/0 36,703 28.49 1190 139 KB -- - 2E, 3638 -01/27 02/2 71,389 1 28.32 25::0 163 KB 56 3638 01127 03/23 -- -- - --A - - ---- ti. I I cc:CITY OF T I CARD - Remarks: ---KEYF AY---NATi-BNAL--E£}RP0RA-TJ-0f4---- - __—r-- ------ -------- _ t ; i k Information contained herein is not to be reproduced,except In full,without prior authorization frr m this office.---- I i .,,, !IBrr!! 1'rc:� t, Y•.Nb,...+'t?!�A°7 ti'fl,O.� '+1.1�'' - if 1 Construction Inspection &Related Tests Carlson Testing, Inc. Geotechnical Consulting REPORT OF 6 X 12 CONCRETE TEST SPECIMENS P.O.Box 23814 Tigard,Oregon 97281 TestMothoda: ASTM C172/C143/C1O64/C31/C1231/C39 Phone(503)684-3460 FAX!!11884.0954 01/26 94 93-9058 Date Molded: , 19 Job No. Permit No: — Client: GRAMOR DEVELOPMENT INC Project: FANNO CREEK APARTMENTS — Address: _— 12572 SW MAIN S1 TIGARD OR — r� . Contractor: KEYWAY NATIONAL CORP . pub Contractor: BIDELL CX:WRETE Concrete Supplier: LONESTAR NORTHWEST Truck No. 081 —TlcketNo. -- 166688 Cast By: —H . P • M U R P!-{Y _ _Cu.Yds. _ 10/30 Load No.1_ r_ Weather: RA T N — —Temp.High: 0 Temp.Low: 38 5 FOOTTi�IG!�� , BUILDING #21 Location of Placement: — – --- --- L, ---Test Time: _ Concrete Temp: 3000 raj [- u Strength Requirement: --.. ._--PSI 0 -- _..__days Slump --Cement TypeT ---—_ 0226 Mix No./No.Sacks Air ContentMax.Aggregate SAdmix.Amount: Brand: _ Admix.Amount: — Brand: Set Testi Register Date Date Total Area Unit Report Tested ° No. Days Number _ Rec'd Teat Load PSI No. By T 1 7 36:37 01127 02/0' 62,964 28.35 222.0 140 KB e 3637 01127 02/2 l Z�927 _ 28-4R__ 344 t -- ---- { 3631 01127 02/2 Remarks: cc:_CITY OF TIGARD Kf7'f'WAY rlAI INAL C.Onr,I.,ur�o1-IOt\I ----------- t Inforrnnfion contained herein Is not to be reproduced,except in full,without prior authorization from this office. e F r Carlson Testing, Inc. Construction Inspectum & Related Tcsts Geotechnical Consuiting REPOgT_OF6 X 12 CONCRETE TEST SPECIMENS 4 P.O. Box 23814 Test Methods: ASTM C172/C143/C1064/C31/C1231/C39 IC617 Tigard,Oregon 97281 ----- — Phone(503)684-3480 01/24 94 93-9058 FAX N 884-0954 Date Molded: - - 19 Job No. Permit No: -- GRAMOR DEVELOPMENT INC Client: _ F'ANNO CREEK APARTMENTS — Project: 12572 SW MAIN ST TIGARD OR — — Address: KEYWAY NATIONAL CORP . VAN 'S CONCRETE Contractor: _ _— r -Sub Contractor: LONESTAR NORTHWEST 81 166807 Concrete Supplier: �—.._ ----- Truck No. --- _Ticket No. ._�_:___ - K . THRALL 10 4 Cast By: - -Cu.Yds. .- Load No. RAIN 50 40 ,1 Weather: -- --.__��___. _ Temp.High: Temp.Low: _ — PATIO BUILDING #17 , INTERIOR SLAB ON GRADE BUILDING #18 Location of Placement: 9= 15 62 — ---------- -----__e�_ _._Test Time: --.—_----------Concrete Temp: _ Strength Requirement: __. _—______.__..__._.-� PSI 0 ..___--_—days Slump -- _ Cement Type . ------ 0226 __-_0226 3/4" Mix No./No.Sacks _ AlrContent --- __._______ Max.Aggregate M W/AEA MICRO FIBER Admix.Amount: _____. Brand: _Admix.Amount: y` at I Test Register Date Date Total Area Unit Report Tested -No. Days Number Rec'd Test _ Load _ PSI No. By 7 3 611 01/25 01/31 - — - --�.. -- --- 57,7U4 28.41 2030 137 ECIR 28 3611 01/25 0?_/21 r-1pped _.. - ---- 88,415 ; - 28.42_.._.._. 3110 .._._ . 162 KB 28 3611 01/25 02/21 89,630 28.42 3150 162 N HOLD 28 3611 01/-25 KB 02/21 87,49128.42 3080 1.62 KB t cc:CITY OF TIGARD Remarks Information contained herein Is not to be reproduced,except In full,without prior authorization from this office. WM I rt�, Cmurtmaion Inspection MaW Teets Carlson Testing, Inc. 6 X 12 CONCRETE P.O.Box 23811 REPORT OF TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: ASTM C 172 Method of Testing: "'TM �'`��� FAX M 884-0954 Date Molded: 01121 19 94 Job No. —9 U 5 r3 Permit No:. Client: GRAMOR DEVELOPMENT INC Project:___F ANNO CREEK APARTMENTS Address: 12572 SW MAIN >1 T IGARD OR Contractor: KEYWAY NATIONAL Sub Contractor:__ VAN'S CONCRETE _ i I_ONESTAF NORTHWEST 71].8 166747 Concrete Supplier: Truck No.__� T._._Ticket No Cast B : M . L_AIRSON 1U 1 Y _Cu.Yds.� Load No. OVERCAST 51 42 Weather: Temp.High: Temp.Low: Location of Placement: GARAGE SLAB ON GRADE BUILDING #17 I;0 -- Test Time __Concrete Temp:.— S 0 Q ' Strength Requirement: _ _ PSI @ days Slump Cement Type # " U _.34 c> . i 3/4 " Mix No./No.Sacks_ Air Content�_.__�_ MPx.Aggregate Admix. !J , MICRO r 1[3ER: t10T WATER Admix.Amount: Brand -- Admix.Amount:— ---Brand:-- sot Brand:_Set Test @ Register Date Date Unit Total Area Unit T Report No. Days Number Recd Test Wt. Load PSI No. I 7 3578 76,451 28.35 2700 134 .'_'B 3578 03.124 02/1 3578 01./2.4 U2/1f Hot-[)t-[) 3578 01124 -i �'y I Remarks: cc:C I TY OF T I GARD I:C 1'UTAI' NF'�TIUI`lrll. : _)I:'I�'r:)f;ftTll:)N 3 Information contained herein is not to be reproduced,except in full,without prior authorization from this office. 4 Construction Inspection Belated'Pests Carlson Testing, Inc. 6 X 12 CONCRETE. P.O.Pox 23814 REPORT OF _ TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3480 Method of Sampling: ASTM C 172 - Method of Testing: ASTM C:i' FAX M 684-0954 Date Molded: 01121. 19 94 Job No. 93-19058 Permit Na Client: GRAMOR DEVELOPMENT INC _Project: [--ANN(-)FANNU (-.REEK APArk rmENT`-_, --- ------ Address: 12572 SW MAIN -ST T IGARD OR Contractor, — KEYWAY NATIONAL CORP . Sub Contractor: BIDELL. C:ONCRETF. Concrete Supplier: LONESIAR NORTHWEST _ Truck No. 114 TicketNo.— 1(.6774 aim Cast By: K • THI.AI_L (u.Yds. 10 Load No.1 OVERCAST 51. Weather: . _ — Temp.High: _ v Temp.Low: RETAINING WALL. 11/1 AND GARAGE- FOOTTN(; 08 Location of Placement: —_ — Test Time-- _____Concrete Tem /J a' 3000 8 e 1 Strength Requirement: —. PSI 0) -_ ._____days Slump_ _Cement Type_ Mix No./No.Sacks——.___ 072 Content--------------- —____.__Max.Aggregate_ 3/4 HtJ'Il•.iATE�F� Admix.Amount: W/r°iCA Brand ---.---..Admix.Am —Bran Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. I I 3 5 79 01/1""1 01/4' sj 52,820 28.35 1860 135 `ft 357 901/_4 02/1£t I1t1Lb >57? 01/24 a Remarks: cc:C I TY OF T I GARD KEYWAY I,I.1 11(!Nol_ ("'OPPOR(11 T ON ( _0 ) GALLONS OF: WATER WA�" ADDED T-U -7OBSS,I.TE BY BIDELL . t_taNTNACT0R' WA`::r N011F_TFE) OF <-;l.U!,II' Information contained herein Is not to be reproduced,except In full,without prior authorization from this office. I _ ....r r .iv•,;rn,„ryy,yyy,„���A t I. , t ) P";11`11*4 ^ � Construction Inspection d Related-teats `: Carlson Testing, Inc. F. X 12 CONCRETE P.O.Box 23814 " REPORT OF TEST SPECIMENS Tigard,Oregon 97281 C 172 A Method of Sampling: . APhone(503)684-3460ASTM C172 - Method of Testing: 5 TM C39FAX N 684-0954 i 1. 9�1 93_..,;,o5 Date Mels v;i: , 19 Job No, Permit No: _ GOAMOR DEVELOFIMENT INC: !�'? Client: Project F'ANNO CREEK APARTMENT`,_, ± Address:- 11572 SW MAIN ST T I GAF2D OR ' Contractor: KEYWAY NATIONAL CORP . Sub Contractor: RIDEL_l._ CONCRETE _ Concrete Supplier: LONE"STAR NORTHWEST Truck No. 114 -Ticket No. 166774 PP -� � K . THI:AL_I. Cast By: _ -Cu.Yds. 10 Load No.I / OVERCAST Weather: _ Temp.High:-c11 Temp.Low: _-�l Location of Placement: RETAINING, WALL 114 AND GARAGE FOOTING #8 „P. -- —.— Test Time Concrete Temp: --- --- Y I i 3000 Strength Requirement: PSI @_._______._days Slumi)_� Cement Type 0 '26 3/4 " Mix No./No.Sacks _ Air Content— �. Max.Aggregate_ Admlx.Amount _.—Brend:� -- Admix.Am tint:-----Brand HOT WATLR Set Test @ Register Date Date Unit Total Area Unit Report ea No. Days Number —Rec'd Test Wt. ` Load PSI No. I T 7 357'x+ 01/2"i 01128 _ 52,820 28.35 1860 135 28 3r,79 01./14 02/1.CA 28.45 3020 161 2n 'Y5 7 9 01/24 02/1.8 85,290 28.45 3000 161 HOLO 3579 01/24 02/18 85,570 28.45 3010 161 i : Remarks: _CC=3I TY OF T I GARD _ KEYWAY NOTTONAI.- CORPORATION _-- — ---__------�.- ( 20 ) GALLONS OF= WATER WA°', ADDED TO 7OBSTTF BY- (3IDELj_ . CONTRA- TOR WAS NOTIFIED OF SLUMP - -+— — T— —_--- '----- Information _Information contained herein Is not to be reproduced,except in full,without prior authorization from this office. ...r,I iii :,,•WfM," e,9xY iriN."A*4;YJFen •....s+1fN 1u Construction Inspection C7 Related Tuts Carlson Testing, Inc. REPORT OF 6 X 12 CONCRETE TEST SPECIMENS P.O.Box 23814 —• Tigard,Oregon 97281 Phone(503)684-3460 ? Method of Sampling: ASTM_ 1�` ---� Method of Testing: A�' I h1 c'"j FAX#684-0954 Date Molded: _— 01/1!1 19_- Job No. ;- � Permit No: ,_— i Client: GRAMOR DEVCI_OF`MErJI INC ? FANNO CREEK APARTME=NT`:, Project: I { 12572 SW 111A I.N 51- T I CARD OR Address: —� i Contractor. KEYWOY NAT IONAl_ Sub Contractor: VAN'S CONCRETE _ ___ Concrete Supplier: L_ONESTAR NORTHWEST Truck No. 7110 Ticket No.. 1.66747 Cast By: M ' l-_AR 't1N Cu.Yds. 1 U Load No. OVERCAST ''1 42 Weather: —__ — — _ Temp.High:__---_—Temp.LOW: Location of Placer lent: GARAGE SLAB ON GRADE BUILDING #17 —_-- Y„�-- i at Test Time �� _Concrete Temp: E _5:,0 �_fS r n I q E Strength Requirement: _— — PSI @�`_—_days Slump Cement Type . 3/4 Mix No./No.Sacks 02:3 It Air Content____ 6 4''., — _Max.Aggregate— — W."01 MICRO FILER floT WATFR Admix.Amount_ Brand — Admix.Ami unt: Brand:_ Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Rec'd Test Wt. Load PSI—_ No. I 7 3578 07./24 01/28 76,451 28.35 2700 134 28 3578 01/24 02110 28.45 3620 160 -- `0 3578 01/24 02/11 104,170 28.45 3660 160 HOLD I 3578 01/12.1 103,990 28.45 3660 160_ w Remarks: cc-CITY OF TIGARD KEYWAY NAT I ONAL_ C:OPPORAT I ON —^ f — ---- Information contained herein is not to be reproduced,except in full,without prior authorization from this office. �Y Y 1 Construction Ina r 1 pectton N Reiiatod T►,ata Carlson Testing, Inc. REPORT OF 6 X 12 CONCRETE TEST SPECIMENS 14 Tigard,Oregon97281 ASTM 0172 ASTM C39 Phone(503)884-3480 sAethod of Sampling: _ Method of Testing: FAX#884-0954 1 01/20 94 93-9058 — Date Molded: — 19 Job No. parmit No: �— Client: GRAMOR DEVELOPMENT INC Project: FANNO CREEK APARTMENTS Y i Address; 12572 SW MAIN ST T I GARD OR , Contractor: _ KEYWAY NATIONAL CORP . Sub Contractor VAN 'S CONCRETE —._ r; - LONESTAR NORTHWEST 7119 166692 Concrete Supplier:_` Truck No. Ticket No. Cast By: M . L ARSON Y -- Cu.Yds. 10 Load No.1 OVERCASTw Weather: — _ _ Tamp.High:�'o_____._Iernp.low: _--40 Location of Placement: GARAGE SLAB BUILDING #15 fi { Test Time-8-10 —____Concrete Temp. 58 3500 20 Strength Requirement: - PSI(@t '________.—days Slump_�__.�__—__Cement Type r 0234L. . a 3/4" Mix No./No.Sacks —__—P,r Content —__ _Max.Ag(1regate__T_.___._—_________.__ l W/Ar-A F_IR H()T WATT R Admix.Arnount: Brand —.__ _ _Admix.Amount:. _ --Brand: Set Test @ Register Date Date Unit Total Area I Unit Report Days No. Number Rec'd _ Test Wt. Load PS! No. — 7 3530 01/21 01/2 56,241 - 18.78 1950 133— 2.8 3530 01/21 02/1 a 28 .3530 01121 02 3., HOLD 3530 U1/21 d 9 i I i r Remerks: CC:CITY OF T 1 GARD KEYWAY NA1113NAL CORPORATION —__ ---�— `----�-- —`— * FOOTINGS WERE POURED FROM IST LOAD ONLY , AS PER 1L'BEN KEYWAY_ NATIONrL_v _ Information contained herein is not to he reproduced,except in full,without prior authon7ation from this office. �} Comtmaion hupection Reiafled Terra 1 Carlson Testing, Inc. 6 REPORT OFTEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 " ASTM C172' ASTM C39 FAX#1684-0954 t. Method of Sampling: _ - ____ Method of Testing: _ --_.- _— Dato Molded: 01./:'0 ,19 94 '93-9058 Job No. Permit No: l Client (aRAMOR DEVELOPMENT INC a FANNO CREEK APARTMENT`,:• ' Address: 12572 SbJ MAIN �,T T I( ARC; 01:— KEYWAY NATIONAL f:Ot:." . Sub Contractor: VAN '' CONCRETE' Contractor. —_ - - — - - -' LONE-STAR NORTHWE=,T 7119 166692 Concrete Supplier: — �_ Truck No. —Ticket No w Cast By: __ M . LAR`3ON 11> _ 1 Cu.Yds.— __Load No. " r- r OVERCAST _ Tem Hi h: 50 Tem Low: —. 40 _-- i Weather: --- p• q P GARAt--i E" BUIL.DINC 011.' Location of Placement: — --- — -- - --— ---- lEs: 1.0 Test Time.. _ __._ Concrete Temp:____._�_— -- 3500 2t> 7„ t Strength Requirement: _ —_____ PSI @_ -_ . days Slump Cement Type r 02:34r, .2% Mix No./No.Sacks--�_ Air Content__ — Max.Aggregate t"li AEA 1=IBEIR HOT 1.46TC:R Admix.Amount: —Brand— _Admix.Am unt:. _--._Brand:__ Set I Test @ Register Date 'date Unit Total Area Unit Report No. Days Number Recd •fest Wt. Load -_ PSI No. y; 7 3530 01121 01127 56,241 18.78 19.50 133 3530 01/x. 1 02/1 , _84,97.4 __-__-__- 20-44 —2990--, __158__— :'�3 3530 01121 02i 1. : _.84•a4 - -- 28..44 _ -__2980 -_158 ., HOLD 56 3 '-10 O1/;'. 1 03/17 101,760 28.44 3590 1.83 9 rt J ; Remaiks: ._�c:C1:TY OF TIGARD - -_-- KLYWA't NAIJ.01`461.- CORPORATI(]N FOOTING'. WERE FOIJpED FROM 1S1 LOAD ONLY , AS PER I88LN - KEYWAY NATIONAL Information contained herein is not to be roproduced,except in full,without prior authorization from this office. a 1 Construction Inspection d Related I`esa Carlson 'Testing, Inc. REPORT OF 6 X 12 CONCRETE TEST SPECIMENS P.O.Box 23814 - ---- Tigard,Oregon 97281 Phone(503)684-3480 Method of Sampling: ASTM C17 — Method of Testing: ASTM (-;{' _ FAX 0 684-0954 Date Molded: O1/16 19_ 2'1 Job No. 93-90513 Permit No:._ client: GRAMOR DEVELOPMENT INC project: v FANNO CREEK APARTME=NT — Address: 12572 SW MAIN ST 11GARD OR Contractor: KEYWAY NATIONAL _ —_SubContractor:_BIDELL CONCRETE Concrete Supplier: LONESTAR 114ORTHWE�,1 _— Truck No. _121 —_.. .Ticket No _164950-15 Cast By: J . WOOLI _Cu.Yds. 60 t. ad No.1 �_ Weather: OVE-RCA1"i'1 W/f UG Temp.High:_`14 —Temp.Low: 30 _ Location of Placement: BUIL-DING 010 WA(._LS A-N() Rf=CREA'r I ON SLAB ON GRHDE: Test Time 10 :00 * —Concrete Temp____150 Strength Requirement: _ 300t' PSI @ Z}� e._ days Slump `T _ Cement Type I Mix No./No.Sacks _Air Content __...._. Max.Aggregate Admix,Amoui . --Brand W�AEAa _Admix.Am unt. --Brand:° Set Test C1 Nenister Date Date Unit Total No. Days Nu.nber Rec'd Test Wt. Load Area I PSI t Report No. I 7 3��10 01 %,'0 U1/^F 66,939 28.52 2350 13.1 <8 3510 01/20 02/15 28 .3510 01120 02115 HOLD :3 01/20 i 4 Remarks: _s:C IIY ---._- KEYWAY Nr.TIONF+L CORE>ORATION NTfa1'TVF nr- Tf14iFL x{r)tlf2 ill r� rllNrriF Tf- Information contained herein is not to be reproduced,except in full without prior authorization from this office. r. 77' AMMr111FnRPwNwYr•._ .....r..wnewn RewWn y4Yre..'.M�._..,. r „etc Construction Inspection &4ucd Tuts Carlson 'Testing, Inc. REPORT OF 6 X 12 CONCRETE TEST SPECIMENS P.O.Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: ASTM C172 Method of Testing: - ASTM C39 -- FAX#684-0954 4 Date Molded: 01/18 _ 19`�'1. Job No. 93-9058 Permit No: Client: GRAMOR DEVELOPMENT INC Project: F ANNO CREEK APARTMENTS Address: 12572 SW MAIN ST TIGARD OR Contractor: — KEYWAY NATIONAL. CORP . Sub Contractor: VAN 'S CONCRETE Concrete Supplier: LONESTAR NORTHWEST Truck No.— 084 __.Ticket No.s 164949--1 J . WOOL1= 60 Cast By: _ � Cu.Yds.�___ Load NO. :Y� __..-_�_ Weather: _ OVERCAST W/FOG Temp.High: 44 Temp Low:— 30 Location of Placement: BUILDINI_ #17 SLAB ON GRADE: _-_-_— — Test Time 6 00 .Concrete Tem F't) Strength Requirement: •3000 1.3 r 1 /2 ” ►: 9 Q PSI @;: days Slump - Cement Type �� r_ 0� F' Mix No./No.Sacks Air Content___...-_�' _.Max.Aggregate- 3/4 _ FN Admix.Amount: Braud W— __^__Admix.Am unt: --_..l3rand:..____.__ _ Set Test no T Register Date Date Unit Total Area Unit Report No. Days Number Recd Test wt. Load PSI No. 1_ / 34 86 01/19 0112r_ 57,763 28.52 2030 _ .130 2F3 _ 3488 01/1.14 02i �_ t3 :3"1 F38 01 /19 0'''/1`. -HOLD 3488 01/1`:) Remarks: _ cr`:CITY OF _] I GARD _ KEYWAY NATIONAL CORPORATION ----- y ---.1- C.S.)�.IIir3C�LQfL1�� �LQ1 iL�ED OF I I)rti Information contained herein is not to be reproduced,except in full,without prior authorization from this office. , .....,..._.,_»u.w.a«.wn.NYfil1«M• ,....,.. - _. .....a.-.r.11NrtfIMMJIAIni Construction Inspection &Related'festa Carlson Testing, Inc* P.O.Box 23814 REPORT OF b X 12 CONCRE TL TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 ASTM C i 7:' Method of Testing: A�i M C39 FAX#684-0954 Method of Sampling: — – 1' Date Molded: _ U 1/18 , 19 Via. Job No. 93�y05t3 Permit No: Chant: GFPAMOR DEVF_LOF-'MENT_INC Project: FANNO CR C[::K APARTMENTS — --_-_.--_--� ----- Address: 12572 SW _MAIN ST TIGARD OR Contractor: KEYWAY NATIONAL —__Sub Contractor, __BIDELL CONCRETE _. Concrete Supplier: L ONESTAR NORTHWEST Truck No._._ 121 .�_ __Ticket No.__ 164950-15 _ Cast By: Cu.Yds.__�60 —_—_Load No.1 r rrrrw Weather OVERCAST W/F O(i – Temp.High: 44 Temp.Low: 30 Location of Placement: BUILDING 010 WALL; AND RE_-CREATION SLAB ON GRADE; —_ A 11 l U 0 x. E;0 , Test Time 00 -_ Concrete Temp: 3000 Strength Requirement: -------.-.-- PSI ra '-`-` days SIumP Cement Type Mix No./No.Sacks____ 0226- Air Content a 'ra Max.Aggregate— Admix Amount:___. —_—Brand W, AEA Admix.Amount: Set Test @ Register Datt bete Unit Total Unit Report No. Days Number Recd Test Wt. Load Area PSI No. 52 2350 13.1939 28. I 7 3510 01.i20 U7.i2�: 66, f, 28 3510 01/20 02/15 90,294_ __ Z81 1___ _31W____155 y 28 3510 01/20 02/1 ' 3240 155 r,'' ----- — 014_ _— _ 2$..41 HOLD :3510 01:20 ' Remarks: CC.r-T TY OF TIGARD _ -- --- KEYWAY NATIONAL C ORF'ORATION w s __ a rjQTTETED ((ONTRACDRI-'-', r-,'FPF4 E -.f-NTATTUr C1L_Tf•1LLL_ ' til I_ ('oNCRFTF —� ,.i i Information contained herein is not to be reproduced,except in full,without prior authorization from this office. I!, Tlt'' e I Construction Inspection 6F Related Tesla y Carlson Testing, Inc. REPORT OF 6 X 12 CONCRETE TEST SPECIMENS P.O.Box 23814 , Tigard,Oregon 97281 Method of Sampling: ASTM C 172 ASTM C39 Phone(503)884-3460 P 9 Method of Testing: _ _ FAX#684-0954 O1/18 94 3-9058 + Date Molded: _ 19 Job No. 9Permit No: Client: GR.':MOR DEVELOPMENT INC +" � Protect: F ANNO CREEK APARTMENTS ` ` Address: 12572 SW MAIN ST TIGARD OR Contractor: KEYWAY NATIONAL CORP . _ —Sub Contractor:_ VAN 'S CONCRETE Concrete Supplier: LONES'(AR NORTHWEST Truck No. 084 TicketNo.— 164949-15_ ?� Cyst By: J . WOOLF r;0 2 --_—_— . f y _. — _— Cu.Yds. Load No. Weath-.r: `_ _ OVERCAST W/FOG Temp.High:. `i4 _Temp.Low: 30 rki BUILDING #17 SLAB ON GRADE Location of Placement: R' ".4 — — Test Time 8''n0 _Concrete Temp: 60 ........ Strength Requirement. 3000 PSI @-----days Slur6p 5 1/Cement Type I Mix No./No.Sacks__ 0226 Air Content_ ' �' Max.Aggregate 3/4' Admix.AmounW/AEAt: � Brend• _— __ Admix.Amount: _Brand: Set Test @ Register Date Date Unit Total Area Unit Report q No. Days Number Recdea Test Wt. load PSI No. _ I 7 3488 01/19 01/2E 57,763 28.52 2030 130r 28 3488 01/19 02/1 77,737 28.42 2740 154 _ 28 3488 01/19 02/15 78,496 28.42 2760 154 HOLD 28 3488 __01/19 02/16 — _85,260 _ .g _� 156__ —u -- — 85._639_._ —_ ,4]2-.-_ _2EL __3% __15k,_ ._ Remarks: CC:CITY OF TIGARB _ KEYWAY NATIONAL CORPORATION - -- - _i CONITF�A( TOR WA j�IIIrTFIEC_) O �l 11Mk Information contained herein is not to be reproduced,except in full,without prior authorization from this office. ••.iy+m.w,Mwr�p�Ip�MUMNWoIWMA'n bHr.au..:, ...:...rm.I.p.F,.pM.*iWRyk;t4ir'LV/IC+W'1'9N7f L.`PrJ7AC.,y4wK�.::•,;.,r.. . .- {F L ....,....,ion i..♦.«..n..,. 'r R. :f••.'w"".wa.aa�a4'114wWyY.u.i,:' - . 3' M1, Construc1:4, .. Imspwtiorl Related•!'eats Carlson Testin6, Inc, Ply; ye 6 X 12 CONCRETE P.O.Box 23814 SPORT OF TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 ti r• ASTM C172 ASTM C39 lethod of Sampling: Method of Testing: _ FAX k 684-0954 01/13 94 93-91358ti )ate Molded: __, 19 Job No. _— Permit No: Tient: GRAMOR DEVELOPMENT INC i F'ANNO CREEK APARTMENTS A, 11 3roject. 12572 SW MAIN 5T TIGARD OR Address KEYWAY NATIONAL CORP . VAN 'S CONCRETL .ontractor. _ _Sub Contractor. :oncrete Supplier. LONF_STHR NORTHWEST Truck No.__1 16 ___ ticket No. 166385-12 _ Cast By: J . WOOLf= Cu.Yd3. 30 ------- Load Na ' OVERCAST 51 42 heather- __.___ _ Temp.High:.____--_ Temp.Low _ Location of Placement: ATTACHED GARAGE SLAB AND RETAINING WALL 441. 1 Test Time 8. 15 Concrete Temp: 72 Q r — ----- -- 2 -- Y p _ Shen-9 th Requirement ...____�_.._3�OU __ _ PSI(at `8 days Slump 4 1/2 Cement Type I " Mix No./No.Sacks 0234.___ _.._. Air Content.._.___�4 .2 3/4.___Max.Aggregate r Admix.Amount _Brand f 11i RU FIBER - _Admix.Amount: _—__ __Brand4l/AE�t Set Test @ Register Date Date Unit Total A•ea Unit Report No. Days Number Recd Test Wt. Load PSI No. j 7 3392 01/14 01/2 3,004 28.A 2220 127 W.. ' Y 28 3392 01/14 02110128.46 3260 152 92,720 28 3392 01114 02110 94,262 28.46 3310 152 HOLD 3392 01/14 — I Remarks: cc:CITY OF TIGARD -- KEYWAY NATIONAL CORPORA1'IOfJ a ' Informplion contained herein is not to he teptorlurrrd,except in full,without prior authorization from this office. Construction Inspection&Related'rests i Carlson Testing, Inc. REPORT OF 6 X 12 CONCRETE TEST SPECIMENSP.O.Box __--_ --__— — TiTigard,Oregoonn 97281 Phone(503)684-3460 ASTM C172 ASTM C.39 f Method of Sampling: . — Method of Testing: __ —__ FAX#684-0954 , 01/13 94 93-9058 Date Molded: _ __ —, 19-- Job No. _ Permit No: Client — GRAMOR DEVELOPMENT INC � o,"I " t FANNO CRLt I' APARTMENTS 12572 SW MAIN ST TIGARD OR Address: -- - — -- — -- �r�w � • KEYWAY NATIONAL CORP . VAN 'S CONC:RCTE Contractor: Sub Contractor: STAR NORTHWEST 116 166385-12 !�F,? Concrete Supplier.—LONE Truck No._—_ --Ticket No J . WOOLF 30 1 Cast By: _ _ —_�_Cu.Yds.------ Load No. OVERCAST 42 ✓ Weather _ _ Temp.High:—_51_._ Temp.Low:._ ATTACHED GARAGE SLAB AND RETAINING WALL- fill. Location of Placement: Test Time_ 1 Concrete Temp: 3500 4 112" I Strength Requirement: PSI days Slump Cement Type 0234 4 2 3/4 " �N Mix No./No.Sacks_____ ____ ___Air Content_ _ —._____—__ ----Max.Aggregate � MICRO F IBE-R W/AEA Admix.Amount_�_�_ Brand --_Admix Am unt___ _—-----Brand: Set Test @ Register Date Date Unit Total Unit Report No. Days Number Recd Test Wt. Load Area PSI No. k`A'a ? 3,004 28.34 2220 127 7 339._ 01. 14 01/2 28 3392 01/14 02/10 �' hv2jr�,7 28 335'2 01/14 02/1 HOLD 339' 01/14 lr x cc:CIT'f OF TIGARD _ Remarks: KEYWAY NATIONAL CORPORAITON 1` Information contained herein is not to be reproduced,except in full,without prior authorization from this office. .,.�.w+airrt!�w*r•uw.w.... :._....»....,.„...«..awMiwu Construction Inspection&Related'Festa it,..arlson Testinb, Inc. ' P.O.Box 23814 EPORT OF 6 X 12 CONCRETE TEST SPECIMENS Tigard,Oregon 97281 -- Phone(503)684-3460 ASTM C1/2 _ Method a1 Testin ASTM C39 _ FAX A 684-0954 lethod of Sampling: — g. — )ate Molded: .—._ 01/13 tg Job No.94 93-9058 Permit No: __._..---------.------------ ;Bent: GRAMOR DEVELOPMENT INC --- FANNO CREEK APARTMENTS project — -- ---- j 12572 SW MAIN ST TIGAP,U OR _- 4ddress: --- -- - KEYWAY NATIONAL VAN 'S CONCRETE _— ;ontractor: CORP .-- Sub Contractor: LONESTAR NORTHWEST116 ——N 166385-12 ;oncrete Supplier: Truck No._ _Ticker No ______— x ! Cast BY: — J . WOOLF _ Cu.Yds. 30 — --- Load No.1 — 542 dVeather. __OVERCAST Temp.High:.—.-1_-- _Temp.Low: ---- n ATTACHED GARAGE SLAB AND RETAINING WALL 111.1 Location of Placement 8' 1.c72 Test Time ConcreteTemP — 3500 28 4 1 2 3tre�gth Requirement: --_ -. --------- --- --.—_ PSI @ _—days Slump .—.Cement Type I 0234ate 4 .2%< re 3/4" A Mix Nc./No.Sacks.-------._ _,._____-.Air Content---------- ----- --.Max. 99 9 ---------' ' t MICRO FIBERW/AEA Admix.Amount: Brand — Admix Amount: _ — Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt._ Load PSI No.-- 7 3392 01/14 01120 43,004 28.34 2.220 127 28 3392 01/14 02110 ,�� 28.46 3x60 152_— 28 3392 01/14 02110 94,262 28.46 .3..510 152 HOLD56 3392 01/14 03/11 97.•506_ -28.,46_-___342 .180---- Remarks: - CO:CITY OF TIGARD KEYWAY NATTONAI.. CORPORATION � Information contained herein is riot to be reproduced,except in full,without prior authorization from this office. Construction Ititstwaion 6 Ma"'feats 1. Carlson Testing, Inc. P.O.Box 23814 REPORT OF 6 X 12 CONCRETE TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: ASTM C172 __ Method of Testing: ASTM C39 FAX#684-0954 Date Molded: 01/10 19 94 JobNo. 93-9058 Permit No: GRAMOR DEVELOPMENT INC Client. Project: FANNO CREEK APARTMENTS ', Address. 12572 SW MAIN ST TIGARD OR 4 Contractor: _ KEYWAY NATIONAL. CORP . Sub Contractor: VAN 'S CONCRETE Concrete Supplier: LONESTAR NORTHWEST7051 164482 Truck No. Ticket No. Cast By: M . LARSON10 Cu.Yds. Load No. RAIN Weather: Temp.High: 47 Temp.Low: Location of Placement: SLAB ON -iRADE BIJII_DING #16 Test Time. 5 5 Conciefe Temp: 3000 2 R 4 112" Strength Requirement: PSI @ days Slump Cement Type " Mix No./I`Io.Sacks__ 0226 Air Content 5 .7% 3/4 Max.Aggregate —--------- W/OEO MICRO FIBER Mou t: Brend --_,-Admix.Ain unt: ---Brandt it T WAFER Admix.A Set I Test @ Register Date Date Unit Total Area Unit Report Ni. Days —Number Recd Test -Wt. _—Load- PSI No. 3338 01/11 01117 73,070 28.27 2580 121 211 33311 01/11 02107 28 1 3338 01/11 021071 HOLD 3338 01,1111 Remarks: KEYWAY NATIONAL CORPORATION Information contained herein is not to be reproduced,except in full,without prior nutho-ization from this office. 1"T,WT MINE • -,.'.: - _...,....._...._.. _.....,.-.«.a.ncse�M1v�,wr.::�,s..-,.__. .`. a ,.�6"I { '`4�.h'�.'�ri:. �r+. Construction Inspection c►1 Related'jests Carlson Testing, Inc. 6 X 12 CONCRETE P.O.Box 23814 REPORT OF — TEST SPECIMENS Tigard,Oregon 97281 s Phone(503)684-3460 4 Method of Sampling: ASTM C'172 Method of Testing: ASTM C 3 9 FAX 4 684-0954 9 , Date Molded: 01/10 ___' 1g 94 Job No. 9.3--9058 Permit No: Client: _ GRAMOR DEVELOPMENT INC ` Project— FANNO CREEK APARTMENTS 1.2572 SW MAIN ST TIGARD OR Address: Contractor: KEYWAY NATIONAL CORP . Sub Contractor: VAN 'S CONCRETE Concrete Supplier: -_LONESTAR NORTHWEST Truck No. 7051 _Ticket No, 164482 Cast By: M . l_ARSON Cu.Yds._ _ 1 0 _.__.Load No.3 Weather: .__ RA I N Temp.High:. 47 Temp.Low: 30 Location of Placement: SLAB- ON GRADE BUILDING #16 — ---- -- Test Time 8'5 E' Concrete Temp: _ 65 � Y Strength Requirement: _ .3000 PSI @ 28 days Slump 4 1/2 Cement Type Mix No./No.Sacks--__ 0226 —., ._--_Air Content_____ '5 .7% Max.Aggregate 3/4 W/AEA Admlx.Amount6rend MAdmix.Am --------_Brand.1CRO FIBL.R l-101 WATCR _ _ unt . ._._ Set Test @ Hegister Date bate Unit Total Area Unit Report - No. _Days Number Rec'd _Test Wt. Load PSI No. 7 3338 01/11 01/1 73,070 28.27 2580 121 28 3336 _ 01/11 02/07 104,090 28.36 .3670 148 28 3338 01/11 02102 103,120 28.36 3640 148 HOLD 3338 01/11 -- 101,440 28.36 3580 _ 148 Remarks: _ -�_C:�LLl'_�- T I GflRD _ KEYWAY NATIONAL. CORPORATION ' r Information contained herein is not to be reproduced,except in full,without prior authorization from this office. 4 r y n i onstnxtion Inspection Related Tuts Carlson. Testing, Inc. x h P.O.Box 23814 X 12 CONCRETE REPORT OF TEST SP;=CIMENS Tigard,Oregon 97281 ASTM C39 Phone(503)684-3460 Method of Sampling: - ASTM_C 1,7'� Method of Tosting: _ FAX#684-095493 " Date Molded: ___ 01/07 _ 19—_9 Job No. -905E— Permit No: .....�- -.---___ Client: __ GRAMOR DEVELOPMENT INC FANNO CREEK APARTMENTS Project: ._ Address: _ --_— 12572 SW MAIN ST TIGARD OR _____ KEYWAY NATIONAL CORP . VAN 'S CONCRETE Contractor: �.. Sub Contractor: —__ .— ------ LONESTAR NORTHWEST ' Concrete Supplier. --__� Truck No._._.__54 Ticket No. _ 166191 ti ( Cast By: H . P . MURPHY Cu.Yds.--._.-.- 30/60-----___Load No.3/6 Weather . _—_— RAIN J_- Temp.High:_ 4 5 Temp.Low: 32 -------- BUILDING #15 FLOOR SLAB _ Location of Placement: 8:45 _ Test Time— Concrete Temp -� G,0 3000 Strength Requirement: —� __ _.- PSI @ 28 days Slump�— ____.._.�Cement Type 1. T___- 7 02263/4" Mix Nn/No.SacksContent___ _--Max.Aggregate ___ 10 FIBER —Admix. unL . Admlx.Amount:�.�— _ Brand' -_ Brand.-_ -_ _ .. .__--_— -._-__ + w y Set fest @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load _ _ PSI No. - ---- 7 3316 01/10 01/14 72,635 28.27 2570 _ 120 28 3316 01/10 02/04 103,080 28.28 3640 145 28 3316 01/10 02/04 102,290 28.28 3620 145 I� _ 1 Remarks: CC:C I TY OF TIGARD _— KEYWAY NATIONAL CORPORATION Information contained f erein is not to be reproduced,except in full,without prior authorization from this office. 1 1 5� o °ttakl''ti3 ,Crlr r dill Ib . h rpt 4 � • .NINPI0.MM�an�.�b.:�,..iri:..�w..;.:....,a�,-::.........»,..�.mavn�...�,.:..«..__. .............,....:rw......: ..... .:... •._._ .1 :.. :.::...':«...w�-.4SL.S':�I a��w:r«:eicrCV. Si:SYk?�ib1.��'P�.iu - , Construction Inspection di Retated Teats Carlson Testing, Inc. REPORT OF 6 X 12 CONCRETE TEST SPECIMENS P.O.Box 4' Tigord,Oregoonn 97281 ' •�,_� Phone(503)684-3460 ASTM C 172ASTM C39 FAX M 684 0954 �w ' Method of Sampling: __ Method of Testing: _.—_— __�—_ , 01/07 Date Molded: —_—_ __ 19 44 19 _ Job No._____—_ Permit Na GRAMOR DEVELOPMENT INC r, Client- Project: lientProject. EANNO CREEK APARTMENTS 12572 SW MAIN ST TIGARD OR . 0 Address: KEYWAY NATIONAL CORP . VAN 'S CONCRETE Sub Contractor: Contractor: +a Concrete Supplier: LONESTAR NORTHWEST Truck No.___ 5Q _.______—_.--_._-TicketNo._ 166191 H . P . MURPHY -- ------ Cu.Yds.. --30/60 _Load No.3/6 --aiEa'8��� Cast By: -- -- —_. _ i ,�"'•1 r Weather: __..__ RAIN Temp.High:__ Temp.Low:_— 32 TLDING #15 FLOOR SLAB Location of Placement _ lest Time 4 5 Conurete .em 60 Strength Requirement ___.. �3 PSI 428 days Slump_�_11 ___ Cement Type I " Mix fJo./No.Sacks._._.—_ 9226 font____� Max.Aggregate_..__ Admix.Amount: 10 Bran,; "dER Admix.Am unt: _-_.—.Brand:_ Set Test @ Register Date Date Unit TotalArea I Unit Report No. Days Number Recd Test Wt. Load PSI No. 7 3316 01/10 01/14 72,635 28.27 2570 120 26 3316 01/10 02/04 28 3316 01/10 02/04 I, ,j Remarks: cc:C I TY OF T I GARD j KEYWAY NATIONAL CORPORATION Information contained herein is not to be reproduced,except in full,without prior autho•i7ation from this office. Construction Inspectton&Related'rests Carlson Testing, Inc. RT OF 6 X 12 CONCRETE TEST SPECIMENS P.O.Box REPO _ _ Tigard,Oregoonn 97281 r Phone(503)634-3460 ASTM C 172 ASTM C39 FAX#684-0954 Method of Sampling: __— ___ Method of Testing: --__-__ -- 01/06 94 93-9058 Date Molded: _�----, 19 .__ Job No.. Permit Na: __-.___—._ Client: -----GR'MO' DEVELOPMENT INC — -- -- ,------ _.._...—...------ — -- --- r Project: ._FANNO CREEK APARTMENTS t 12572 SW MAIN ST TIGARD OR { Address: Contractor: . KEYWAY NATIONAL -- Sub Contractor:. VAN 'S CONCRETE LONESTAR NORTHWEST 118166114-12 Concrete Supplier. —_— _ _ —__._._.._.__. Truck No._.___. — _Ticket No, Cess By: WOOLF —Cu.Yds. 60+ _Load No.1_ _--- `T . Weather: __ RAIN - Temp.High:_ 4 7 _--_Temp.Low:_.35__--. r Location of Placement: BUILDING #11 SLAB ON GRADE r _ --- _ _ - - -------- ----- - - - t e ' Test Time $ 15 Concrete Temp 60- — w 3000 28 4 1/2" 1 Strength Requirement: PSI @ —_days Slump_ —Cement Type 0226 3 .3% * 3/4" Mix No./No.SacksAir Content_____-_____-�.......____—_--Max. W/AEA Admix.Amou _—nt: _Brand _._........._,__ Admix.Am(tint: Bren, IBEFt Set Test @ Register Date Date Unit Total Area Unit Report f No_ Days Number Rec'd Test---- Wt. Load PSI _ No. I 7 3285 01/07 01/13 68,798 28.29 2430 115 i 28 3285 01/07 02/03 92,351. 28.31 3260 141 28 3285 01107 02/03 92,351 28.34 3260 1.41 HOLD 28 3285 01107 02/03 91,030 28.34 3210 141 a Remarks: cc:C I T Y OF TIGARD KEYWAY NATIONAL_ CORPORATION * NOTIFIED CONTRACTOR 'S REPRESENTATIVE OF HIGH AIR_, Information contained herein is not to be reproduced except in full,without prior authorization from this office s: Construction Inspection Related Tuts Carlson Testing, Inc. REPORT OF 6 X 12 CONCRETE P.O.Box 23814 TEST SPECIMENS — — Tigard,Oregon 87281 ASTM C172 ASTM C39 Phone(503)604-3460 Method o1 Sampling: ___ _ _ Method of Testing: —__ FAX N 684-0954 Date Molded: 19 Job No. Permit Na —____-- -_-_- __-_-_- ------------_-.-._-_ I 01/06 94 93-9058 ".{ Client: _ GRAMOR DEVELOPMENT INC Project: ._ — FANNO CREEK APARTMENTS_. Address: 12572 SW MAIN ST TIGARD OR ---Sub Contractor: Contractor: KEYWAY NATIONAL CORP . BIDELL CONCRETE .__ LONESTAR NORTHWEST 81 166120-12 Concrete Supplier: _.__ Truck No.___-----.__—_Ti;ket No._ Cast By: _— J WOOLF —_--T_— Cu.Yds..._ 20+ —Load No. at .. } Weather: --------- RAIN -- --_ _, Temp.High:._._47...,T. ... .. Temp.Low:— 33--- .. d '_)cation of Placement BUILDING #7 ATTACHED GARAGE SLABS AND_RETAINING WALL 04 : Test Time __9 00_._.._._._ -_--_--___Concrete Temp: 58_----�-- --____-- ' •• t" 4V 3500 ` -Strength Requirement PSI,'-,' ---------days Slurnp_-' *. Cement Type------. ,. t� 0234 4 .0% 3/4 " Mix No./No.Sacks_..___-_�______-- Air Content_ __..__. Max Aggregate 1% CALCIUM CHLOR . FIBER Admix.Amount: —_____—Brand- _ Admix.Am unt:__--_ Brand: Set Test C0 Register Date Date Unit Total Unit Report No, Days Number Rec'd Test Wt. Load Area PSI No. 7 3286 01/07 01/13 87,881 28.30 3110 116 I 28 3286 01107 02/03 108,840, 28.34 3840 142 28 328.E 01107 02/03 112,590 28.34 3980 142 l HOLD — 28 3286 01/07 02/03 .110,870 28.34 3910 142 ___.__ -- ----_----____ - ------- - - -- 1. Remarks: cc:CITY OF TIGARD _ KEYWAY NATIONAL CORPORATION * NOTIFIED CONTRACTOR 'S REPRESENTATIVE OF HIGH SLUMP — Information contained herein is not to he reproduced,except in full,without prior authorization from this office. e: Construction Inspection Related-I eats Carlson Testing, Inc. � . 6 X P.O.Box 23814 12 CONCRETE REPORT OF TEST SPECIMENS Tigard,Oregon 97281 A'�TM C172 ASTM C39 Phone(503)684-3460 Mothod of Sampling: . Method of Testing: ____ FAX M 684-0954 #q 01/06 94 93-9058 Date Molded: —. 19- Job No. Permit No: H GRAMOR DEVELOPMENT INC Client: ''ANNO CRr=EK APARTMENTS ; ! Project -- ----- --— Address: 12.572 SW MAIN ST TICARD OR KEYWAY NATIONAL BIDELL CONCRETE Contractor: —. Sub Contractor: i LONESTAR NORTHWEST 109 188919 i Concrete Supplier: _ __�— Truck No._ _—._ .—Ticket No. Cast By: ___ K . THRALL Cu.Yds. 8 Load No. RAIN Weather: �_.__. Temp.High:__47____ _..,. Temp.Low: 3 -_ Location otPlacement: RETAINING WALT_ ATTACHED TO BUILDING #7 r Test Time 1 1 b _......__._..._Concrete Temp:__ 60------- " Strength Requirement: _ 3000 — PSI @ 28 days Slump 5 Cement TypeL____._.. . 0226 5 .5% 3/4 " Mix No./No.Sacks .___..-,_._.__.___—.—_ .—Air Content____—_ Max Aggregate - 1 CALCIUM CHLOR . HOT WATER Admix.Amount —___ --Brand: Admix.Am unt: Set Test n Register Date Date Unit Total Area Unit Report No. Days Number Rec'd Test Wt. Load PSI No. III 7 3284 01/07 01/13 81,454 ' 28.30 2880 118 i -- - --- f Y 28 3284 01107 02,'03 106,490 28.34 3760 143 HOLD 28 3284 01/07 02/03 .104,110 28.34 3670 143 ! f 1 r � i cc:CITY OF TIGARD Remarks KEYWAY NATIONAL CORPORATION Information contained herein is not to be reproduced,except in full,without prior authorization tf um this office. 1Y . i .... ....rnr+...... ..<. n...vnn.rr. .n unr4 y. ...•n•+y p'0!: 1� B + - Construction Inspection&Related Teats Carlson Testing, Inc. � aREPORT OF 6 X 12 CONCRETE P.O.Box 23814 TEST SPECIMENS Tigard,Oregon 97281 ASTM C172 Phone(F03)684-3-160 ' Method o1 Sampling: ___ _ Method of Testing: _ ASTM C39 - FAX H 684-0954 Date Molded: 01/06 19 94 93•-9058 ---. Job No.._� — Permit No: _ Client: _ GRAMOR DEVELOPMENT INC project: FANNO !;REEK APiaRI"MENTS Address: 12572 SW MAIN ST TIGARD OR �— Contractor: KEYWAY NATIONAL VAN 'S CONCRETE — --- -- _Sub Contractor: LONESTAR NORTHWEST �— Concrete Supplier _ Truck No.� 118 166114-12 Ticket No. Cast By: J . WOOL 60+ 1 #' — Cu.Yds. — —__Load No. Weather: ------RAIN —_�__..__...."_ Tamp.High: 4 7 _ Temp.Low _ 35 Location of Placement: BUILDING #11 SLAB ON GRADE— - - --- Test Time 8: 15 __._Concrete Temp:_ 60 Strength Requirement: 3000 28 4 1/2" NSI n� _-days Stump_.. Cement Type I Mix No./No.Sacks _-_- 0226___ Air Contenf 3 .3% * 3/4 " -- —. _Max.Aggregate ---------___..- Admix.Amour ._ ,Brand W/AEA _ F TBER _Admix.Amount:`_ Brand: Set est @ Register F Date Date Unit Total Unit Report T _ No. Days Number Recd Test Wt_ Load — Area PSI No. ^, y I _7 3265 01107 01/13 68,798 28.29 2430 .115 28 32"85 01/07 02/03 — 28 3285 01/07 02/03 HOLD 3285 01107 Q t _ Remarks: CC°CITY OF TIGARD _ KEYWAY NATIONAL C GKPORAT ION v _ —"--"------� NOTIFIED CONTRACTOR 'S REPRESENTATIVE OF HIGH AIR Information contained herein is not to be reproduced,except in full,without prior authorization from this office. r ; r I Construction Inspection&Related Ta•e Carlson Vesting, Inc. 6 X 12 CONCRETE P.O. Box 23814 ti REPORT OF - TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 ASTM 0172 ASTM C39 — FAX#684-0954 Method of Sampling: -. - Method of Testing: _ 01/06 94 93-9058 �? Dste Molded: -., 19_-- Job No._ Permit No: -___--- GRAMOR DEVELOPMENT INC Client: -- -- -- ------ yy Project ._— ._ FANNO CREEK APARTMENTS -------- - _- (' .Address, 12572 SW MAIN ST TIGARD OR KEYWAY NATIONAL CORP . BIDELL CONCRETE: Contractor: Sub Contractor: r--- -- - ..-.- --------- i LONESTAR NORTHWEST 81 166120--12 Concrete Supplier: Truck No -_Ticket Nr,..-- Cast By: o.._-castBy: - J . WOOLFGu.' 204• 1 (ds.___— _-Load No. __._— PAIN Weather: -_ —.— -- ------- - - --- Temp.High:- 47 ---Timp.Low: 33 _ BUILDING #7 ATTACHED GARAGE SLABS AND RETAINING WALL 04 Location of of Placement: -- _--- -- -- -- Test Time.9:00 _..... Concrete Temp: -.5-8 --- 13 Strength Hequlrernent: _— 3500 PSI r.r' -__- days Slump p -- - Cement Tyre --- T 2 __ — I 0234 4 . 0% 3/4° Mix No,/No.Sacks_ —_—Air- Air Content___ __- --Max.Aggregate---- ____---- CALCIUM CHLOR . FIBER Admix.Amount__ _ ._-_ —Brand.-- Admix Am unt: -_Brand Set Test @ Register Date Date Unit Total Area Unit Report } No. Days Number - Rec'd Test Wt._ --Load PSi No. 7 3286 01/07 01/13 87,881 28.30 3110 116 28 3286 01/07 02/03 28 3286 01/07 02/03 HOLD 3286 01/07 �f d Remarks: _cc.CITY OF TIGARD — KEYWAY NATIONAL CORPORATION NOTIFIED COh'RACTOR 'S REPRESENTATIVE OF HIGH SLUMP "irk ` Information contained herein is not to be reproduced,except In full,without prior authorization from this office. 1+ 49k .. . ..........._....,. I r' i. Owl _ �:OfIdtYUCtlIOri ItrIS�CtL011�RelatedTests Testing, Inc. REPORT OF 6 X 12 CONCRETE TEST SPECIMENS P.O.Box 23814 - - Tigard,Oregon 97281 Method of Sampling: ASTM C172 ASTM C39 Phone(503)684-3460 - Method of Testing: — FAX#884-0954 Date Molded: 01/06 19 94 ,lob No. 93-9058 Permit No: Client: — GRAMOR DEVELOPMENT INC - Project:_ FANNO CREEK APARTMENTS Addrous: 12572 SW MAIN ST TIGARD OR ~ KEYWAY NATIONAL Clontracfor. ,Subcontractor: BIDELL CONCRETE Concrete Supplier: LONESTAR NORTHWEST Truck No.__ 109 _-Ticket No._. 188919 i Cast By: K . THRALL 8 4 �-- y - --Cu.Yds._ Load No. Weather: RAIN 4 7 35 ---- Temp.High:. Temp.Low: Location otPlacement: RETAINING WALL ATTACHED TO BUIL WING #7 Test Time 1 = 15 T Concrete Temp:-. 60 Strength Requirement: 3000 PSI CU) days days Slump J Cement Type Mix No./No.Sacks 0226 5 .5°; 3/4 Air Content- Max.Aggregate CALCIUM CHLOR . HUT WATER Admix,Amount: 1 " Brand _Admix.Am unt:_-_ __._-__Brand: _ Set Test @ Register Date Date Unit Total Unit Report -No. Days Number Recd Test _Wt_ Load Area PSI _ No. IlI 7 3284 - 01/07 01/13 81,454 ' 28.30 2880 -118 -- 28 3284 01/07 02/03 HOLD 3�284 01107 Remarks: . CC:CITY OF T I GARD__ i, KEYWAY NATIONAL. CO_RPORATION - ---_--- --� ---_.__ Information contained herein is not io be reproduced,except in full,without prior authorization from this office. a `. k ' ..� .� � s ey �• t t & ,air ! � .'; y ,�, '.p^ w �'• .A i.,'., is a. „a. •' Co isftu im Inspection B Relatted', ests Carlson Testing, Inc. REPORT OF 6 X 12 CONCRETE TEST SPECIMENS TlgP.O.Box erd,Oregonon 97 97281 Phone(503)684-3460 Methn,+of Sampling: ASTM C172 Method of Testing: ASTM C39 FAX ff 684-0954 01/04 94 93-9058 Date Molded: —, 19�_ Job No. Permit No: Client: GRAMOR DEVELOPMENT INC "i Project:. F ANNO CREEK APARTMENTS — 12572 SW MAIN ';T T I GARD OR Address:_ Sub Contractor: Contractor: -- KEYWAY NATIONAL. CORP . VAN 'S CONCRE:TL — --. Concrete Supplier. LONESTAR NOR rIiWEC;T Truck No. 118 ---Ticket No. 166075 12 f Cast By: J • BRYAN1 Cu.Yds. 20 Load No.`> a Weather: ._ R A I N Temp.High: 117—Temp.Low: 3 i ' Location of Placement: B IJ I LD I N(i 018 STEM WALLS —— i r i Teat Time.1_ ---Concrete Temp: '8 7 Strength Requirement: 30 0o PSI @ 'O PSI days Slump Cement Type I 1 Mix No./No.Sacks— Air Content—__ Max.Aggregate i� Admix.Amount:. Brand hJ 'I �^ Admix.Am unt: _ Brand: Set Test @ Register Date Date Unit Total Unit Report 3 f No. Days Number Rec'd Test Wt. Load Area PSI No. + 7 70 01/06 01/11 64,705 28.26 2290 ill t; 2E3 3270 01/0( 02/O1 H 3270 01 06 02/0 1 28 .27 HOLD 3270 01/06 :1`3 .27 cc:CITY OF i1GAND Remarks: KEYWAY NATIONAL_ CORPORATION A Information contained herein Is not to be repo-duced,except In full,without prior authorization from this office. �f. ....-. .,..::77 `G�,t'"ir, uv,�:tanttr�;i"6iLdd'$'7C%"^c2�'!^C'.. + Consmwtion Inspection Related Tuu Carlson Testing, Inc. REPORT OF 6 X 12 CONCRETE TEST SPECIMENS Tigard,OreBox on 97281 23814 ASTM C172 ASTM C39 Phone(503)684-3460 Method of Sampling: __ Method of Testing: FAX It 684-0954 01/0:3 94 CF'- 901^ Date Molded: _119—19 Job No.__ — Pei mit No: Client GRAMOR DEVELOPMENT INC; FANNO CREEK APARTMENTS Project: _ Address: _ 11572 SW MAIN ST T I GAR[) OR _ -- Sub Contractor. Contractor. KEYWAY NATIONAL CORP . BIDELL CONCRETE _ LONESTAR NORTHWEST 41 Concrete Supplier: Trunk No.__ Ticket No. Cast B : S . LEACH ;'0 2 Y Cu.Yds. .Load No. Weather: _ RAIN Ternp.High:V46 Temp.Low:_ ;(,_ FOOTING; BUILDING 020 Location of Placement: 1 - iO Test Time Concrete Temp: ;>l; � 1 '? Strength Requirement 3000 l "__- PSI @_-----days Slump Cement Type Mix No./No.Sacks 0226 i4 Air Content Max.Aggregate__.__ Admix.Amount: Brand'__ _ Admix.Am unt:__ —Brand: _ Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test -Wt_ Load PSI No. 3255 01/05 01/1( 8 .27 87,308 3090 110__ I 28 3255 O1./0r, 01/3 28 .27 2t3 3255 01 /05 01/:3 1 X8 ,2 7 HOLD 3255 01/05 28 .27 Remarks: cc:C I TY OF F 1 CARD K _YWAY NATIONo[. C:ORf-'ORATIOhl Information contained herein is not to be reproduced,except in full,without prior authorization from this office, i1- t�-. a ,K Construction Inspection Related Tufa Carh r Testing, Inc. REPORT OF 6 X 12 CONCRETE 'TEST SPECIMENS P.O.Box 23814 - Tigard,Oregon 97281 ASTM C 172 ASTM C39 Phone(503)884-3460 Method of Sampling: — Method of Testing: _ FAX#684-0954 Date Molded: 12/30 19_93 Job No._ CP-9058 permit No:. Client: GRAMOR DEVELOPMENT INC _ & Project:_— FANNO CREEK APARTMENTS — Address: _ 12572 SW MAIN ST T I GARD OR �— Contractor: KEYWAY NATIONAL CORP . Sub Contractor:_ BIDELL CONCRETE LONESTAR NORTHWEST 63 188608 Concrete Supplier: � Truck No.— picket No. Cast By: _ L . WARF I ELD Cu.Yds. 10 —_Load No.1.. Weather: RAIN Temp.High: 49 ----Temp.Low:_- 32 Location of Placement: WALLS OF GARAGES , BUILDING 07 Teat Time 12: 15 ----.Concrete Temp: 59 F Strength Requirement: 3000 28 4_1/4 " I PSI n days Slump t Cement Type—_—___ _ f Mix No./No.Sacks 0226_ —Air Content_ Max.Aggregate 3/4 �— Admix.Amount:_ HOT WATER—Brand �_. Admix.Am unt: Brand: Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. A 7 3212 12/31 01/06 90,413 28 .27 3200 109 B 28 3212 12/31 01/2 116, 160 28.39 4090 132 C 28 3212 12/31 0112-11 117,620 --I}-288.39 4140 132 D HD 28 3212 12/31 01/27 117,340 28.39 4130 132 Remarks: _c.c :CITY OF TIGARD KEYWAY NATIONAL CORPORATION _ ( 5 ) GALLONS OF WA rER WAS ADDED _ - Information contained herein is not to be reproduced,except in full,Without prior authorization from this office. IE- G Carlson Testing, Inc. Construction Inspection!%Relatul Tats � P.O.Box 23814 REPORT OF �' X 12 CONCRETE TEST SPECIMENS — Tigard,Oregon 97281 ASTM C172 ASTM C39 Phone(503)684-3480 Method of Sampling: Method of Testing: FAX M 884-0954 Date Molded: _ 12!30 -. 19--93 Job No. CP 90�,8 Permit No:— — GRAMOR DEVELOPMENT INC: _ Protect: _ FANNO CREEK APARTMENTS Address: —_-1.2572 SW MAIN ST T I GARD OR Contractor:_ KEYWAY NATIONAL_ CORD' . _^Sub Contractor: BIDELL_ CONCRETE L.ONE5IAR NORTHWEST 63 188608 Concrete Supplier; —�—. Truck No. ---Ticket No._ _ �. i Cast By: L . W A R F I E L D -- _—Cu.Yds._,_— 1 0__ —_—Load No. i Weather RAIN _ Temp.High: 49 Temp.Low: Location of Placement: WAI_L_5 OF GARAGES , BUILDING ft 7 Teat Time 1.`�` 1. —Concrete Tem _ Strength Requirement 3000 PSI @ 2B—_.days Slump __ 1/4 '� Cement Type Mix No./No.Sacks r " E Air Content__ Max.Aggregate 3/4 Admix.Amou —BrandAdmix.Am unt ___Brand: Set Test @ Register Date Date Unit Total Area Unit — Report No. Days Number Recd Test Wt. Load PSI No. A 7 3212 12/31 01/0( 90,413 28 .27 3200 109 B 28 3212 12/31. 01/2 28 .27 C '8 3212 12/31 01/2 28 .27 3212 12/31 28 .27 u. k Remarks: (:.(.. :CITY OF T I GARD KFYIJAY NATTONAI_ CORPORATION ( 'S ) GALLON"", 01 Wi1T ER. WA':� ADDED Information contained herein is not to be reproduced,except in full,without prior authorization from this office. �ts,n;:�sK.kao-a�uJw S' �ihArS►!!�IM�4�ww.a;tF�' a�+w;+.r.,nn•. arm Construction Inspection&Related'tests Carlson Testing, Inc. REPORT OF 6 X 12 CONCRETE TEST SPECIMENS P.O.Box 23814 Tigard,Oregon 97281 Phone(503)684-3480 Mcthod of Sampling: ASTM C172 _ Method of Testing: ASTM C.39 FAX M 684-0954 Date Molded: 12/29 ___, 19—92 Job No._ CP-9058 Permit No: Client: _ GRAMOR DEVELOPMENT INC Project: __ EANNO CREEK APARTMENTS Address: 12572 SW MAIN ST TIGARD OR Contractor: _____KEYWAY NATIONAL_ CORP . _Sub Contractor; VAN CONCRETE= Concrete Supplier: LONESTAR NORTHWEST Truck No._ f3? Ticket No. 165919 Cast By: 5 . LEACH _Cu.Yds. — 10 --Load No. 1 Weather: _ OVERCAST Temp.High: 4E3 Temp.Low: 29__..___ Location of Placement: SUILDINII #19 FOOTINGS AND BUILDIN(.; #1A WALLS ----- _ Test Time J '00 Concrete Temp: Strength Requirement: 3001 _ PSI Cu).__..`._ _days Slum 5 E y p-_------.-...Cement Type Mix No./No.Sacks — 0226 Content--- _ Max Aggregate.- i/4 " Admix.Amount: Brand �_._ Admix.Amount: —._Brand: _ Set Test @ Register Date Date Unit Total Unit Report No. Days Number Recd Test Wt. Load Area PSI No. _7 31.96 12/30 01/0' 78,607 2780 107 --- 28 3196 12/30 01/2E 103y 280 — �S��q --. ,6() 28 3196 _ 12130 0112(-___ 10__�_.___ HOLD 28 3196 12/30 01/26 99,351 ' 20,24 3520 132 Remarks: T,IGARD KEYWAY NATIONAL CORPORATION --- - --�._ Information contained herein is not to be reproduced,except in full,without prior authorization from this office. ... c _ Y 4 k l9y NN 4 l Conan- cion Inspection d Related'rests Carlson Testing, Inc. P.O.Box 23814 REPORT OF 6 X 12 CONCRETE TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: ASTM C172 Method of Testing: ASTM C39_ FAX If 684-0954 Date Molded: 12/29 ' 19 93 Job No.CP-9058 Permit No: Client: GRAMOR DEVELOPMENT INC Project: — F'ANNO CREEK APARTMENTSAddress: 12572 12572 SW MAIN ST TIGARD OR _ Contractor: KEYWAY NATIONAL CORP . Sub Contractor. VAN 'S CONCREI L Concrete Supplier: LONESTAR NORTHWEST Truck No. 83 Ticket No. 165919 7i Cast By: _ `> • LEACH r Cu,Yds. 10 Load No.1 Weather: OVERCAST _ Temp.High: �£j__.__.—Temp.Low:_ 29 Location of Placement: BUILDING #19 FOOTINGS AND E'UILDING #18 WALLS _ Test Time...I ..00_—_ Concrete Temp: Strength Requirement: 3000 PSI n_—f 8__ days Slump 3 -----.-.,.cement Type � ,• Mix No,/No.Sacks__ 0226 —_Air Content ____-- --_Max.Aggregate -4 _ Admix.AmouBrand' —Admix.Am unt: _Brand: __ a Set Test @ Register Date Date Unit Total Unit Report _No. _ Days Number Recd Test Wt. Load Area PSI No y 7 3196 1.:''/30 01/0` 78,607 26 .27 2780 107 ; Ztt 3196 12/30 01/2 28 .27 >8 :31'76 12/30 01126 28 .27 -- - — -- - HOLM 3196 12/30 28 27 Remarks: c�C. :C I T Y OF '1 1 taARD KEYWAY NATIONAL CORPORATION Information contained herein is not to be reproduced,except in full,without prior authorization from this office. ,. -77 Conatructtion Inspection�Re[atted feats Carlson Testing, Inc. REPORT OF 6 X 12 CONCRETE TEST SPECIMENS P.O.Box 23814 -- — Tigard,Oregon 97281 Method of Sampling: ASTM 0172 ASTM C39 Phone(503)884-3480 P g Method of Testing: ._ FAX 0 884-0954 Date Molded: — 12728 _ 19 19 93 Job No.—l.i_'-9058 Permit No: Client: — GRAMOR DEVELOPMENT INC Project: __ FANNO CREEK APARTMENTS — Address: 12572 SW MAIN ST TIGARD OF Contractor: KEYWAY NATIONAL CORP . BIDEL_L CONCRETE —Sub Contractor: EST 7061 165879 Concrete Supplier: LONESTAR NORTHWEST truck No.___ — Ticket No._ Cast B : M . L ARSON 10 1 y Cu.Yds.___— Load No. Weather: __ OVERCAST 49 Temp.High:_._� __-.-Temp.Low: Location of placement: F OOT T Nc_y FOR BUILDING, 410 � t --- -- -40 Test Time _ ------Concrete Temp: . ' Strength Requirement: , 000 PSI(u)__ }'____days Slump Cement Type T_____- /+r r 26 Mix No./No.Sacks,-------Alr Conlenl._ Max.Aggregate W/A F A rr r Admix.Amount w _—Brand' __Admix.Am unt Set Test @ Register Date Date Unit Total Unit - Report _ Nov Days Number Recd Test Wt. Load Area PSI No. ''' + —� 7 3165 12/28 01/04 102,450 8 -,7 3620 105 28 31.65 12/28 01/ " .. Wit; .,.>! 28 3165 12/28 01/2E 2P .27 HOLD 3165 12/78 t Remarks: -._CC:CITY OF TIGARD__ KEYWAY NAI IONAI t:ORPORAT IOPI SUPERINTE! DANT WAS NOTIFIED OF IAF AIR - --- Information contained herein is not to be reproduced,except in full,without prior authorization from this office. V 1 h 1JJ 9 I J, f. 1 Construction Inspa-tion 9 Related-festa Carlson Testing, Inc. 6 X 12 CONCRETE P.O.Box 2.3814 REPORT OF TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: ASTM C172 Method of Testing: A' f M C3�+ FAX#684-0954 Date Molded: — 12/213_—, 19 ')3 Job No. CF,_905tt Permit No: Client: _ GRAMOR DEVELOPMENT INC Project: _ FANNO CREEK APARTMENTS Address: _ 12.572 SW MAIN ST T I GARD OR Contractor: KI YWA't' NATIONAL CORP . Sub Contractor. BIDELL CONCRETE: Concrete Su leer: LONESTruck No. Ticket No.TAR NORTHWEST 7081 1651379 PP —_ _ - Cast _- Cast B : M . LARSON 1 U 1 Y -- —Cu.Yds._.._._� Load No. OVERCAST 49 Weather: — _ Tcmp.High: _._Temp.Low: Location of Placement: FOOTING FoR BUILDING 4410 c ------— Test Time__`_i0 Concrete Temp: '6 _ Strength ne uirement 3000 ` 9 Q PSI @ days Slump—_ _..__.Cement Type 02261 2 r Mix No./No.Sacks __ Air Content_ Mex.Aggregate Admix.Amount:—� �—Brand _ Admix.Am unt: Brand: Set Test @—j---Register Date Date Unit Total - Unit —Repoli t ; ? No. Days Number Recd Test Wt. Load Area PSI No. 7 3165 1.2/26 01/04 102,4503620 105 'e 7 8 31,65 1:/28 01/;'; 114,640 28.31 4050 129 ,��^hf�R W` r+ 316F, 12/28 0112. 115,370 38.31 4080 129 _-- —1-1-31, --- — 113,210 28.31 4000 129 If01._t) 28 - 31,(�'� 12/213 0 25 ; 5r 5 I { Remarks _cc:CITY OF TIGARD KI:I'Wo'r NAI I0NAI. CORPORATION SUPERINTENDANT WAS NOTIFIED OF Wq AIR — - — -- Information contained herein is not to be reproduced,except in full,without prior authorization from this office. A Fill III Construction Inspection Related Tests Carlson Testing, Inc. 6 X 12 CONCRETE TEST SPECIMENS REPORT OF P.O.Box 23814 ` Tigard,Oregon 97281 ASTM 0172 ASTM C39 Phone(503)684-3460 Method of Sampling: ,__ Method of Testing: FAX M 684-0954 u Date Molded. 12/27_' 19_93 Job No. t'P 40513 Permit No: Client: GRAMOR DEVELOPMENT INC _ Project: FANNO CREEK APARTMENTS Address: .- I SW MAIN ST TIGARD OR Contractor: _- KEYWAY NATIONAL CORP . VAN 'S CONCRETE Sub Contractor: Concrete Supplier: LONESTAR NORTHWEST 7051 188360 Truck No. _ Ticket No.- - — Cast By: —. M . LARSON 10 2 ,( Cu.Yds. Load No. Weather. __._ OVERCAST 49 30 Temp.High: `_Temp.Low: _ SLAB ON GRADl_ BUILDING till GARAGES Location of Placement: Teat Time 8 30 7.' Concrete Temp: y Strength Requirement: 3500 _ PSI @ 28 days Slum c� I Y P-----------Cement Type Mix No./No.Sacks0234 5 .0"� 3/4 Air Content ______-Max.Aggregate 1 CALCIIJM CHLc:)F. , W/AEA / SAND MICRO FIBER d Admix.Amount: _Brand' Admix.Am unt:- .__-Brand: Set Test @ Register Date Date Unit Total Unit Report - No. Days _ Number Rec'd Test Wt. Load Area PSI No. 7 3142 12/28 01/0386,339 - '8 .27 _30_50 104 28 3142 12/28 -01/2 109,670 28.60 3830128 i t 28 3142 12/28 O1/� - — 107,530 28.60 3760 128 FIOI-.D 28 3142. 121281 01/24 .108,900 28.60 3810 128 i i t Remarks: CC-CITY OF TIGARD KEYWAY NA T I ONAI-. C:ORPORAT I ON -�- -- Information contained herein is not to be reproduced,except in full,without prior authorization from this office. 1,� pr�my+�nr.x At Np .. < i MER i Construction inspection Related TmW 'h Carlson Vesting, Inc. P.O. Box 23814 1 r;> X 12 CONCI?F TF:� Tigard,Oregon 97281 REPORT OF TEST SPECIMENS - ASTM C1.72 F� ,T M C3�a Phone(503}684-346(; r` Method of Sampling: Method of Testing: FAX ff 684-0954 12/27 9 ' CA, -':'050 Date Molded: .. _..__. , 19 Job No. Permit Na Client: GRAMOR DEVELOPMENT INC Project: FANNO CREEK APARTME=NTS --- Address: _.1.2572 SW MAIN ST T I GARD OR Contractor: __KEYWAY NATIONAL. COF<f' . Sub Contractor: VAN 'S CONCRETE= L_ONESTAR NORTHWEST 7051 188360 Concrete Supplier: —_ __� Truck No. —Ticket No. Cast 8y: M . LARSON r a.Yds.— 10 1 oad No.2 OVERCAST 49 30 Weather: Temp.High:._ Temp.Low: Location of Placement: SLAB ON GRADE: BUILDING tt11 GARAGES Test Time 6 30 __—_Concrete Temp: 72 strength Requirement: 3500 PSI @ 28 days Slump 4 _Cement Type 0234 5 .0% 3/4" Mix No./No.SacksAir Content �� Max.Aggregate 1% CALCIUM CHLOR . W/AEA / SAND MICRO FIBER Admix.Amount: Brand Admix.Am unt: Brand. Set Test @ Register Date Date Unit Total Unit Report No. Days Numher Rec'd Test Wt. Load Area PSI No. -_ 7 3142 12/28 01/03 86,339 28 .27 3050 104 28 3142 12/28 01124 28 .27 ! 28 3142 12/28 01/24 28 .27 HOLD 3142 12/28 8 .27 ----- I I 3 I 5 cc:CITY OF TIGARD Remarks: KEYWAY NATIONAL. CORPORAT Ivill Information contained herein is not to be reproduced,except in full,without prior authorization from this office. L E A a. 1• Corutrurtiun Itnspection M Related Tests Carlson Testing, Inc. REPORT OF 6 X 12 CONCRETETEST SPECIMENS P.O. Box 23814 - -------- ___—��-_. -- --...-_-------- Tigard,Oregon 97281 Phone(503)684-34f,(' Method of Sampling: F�J i_M C 1 72 Method of Testing: ASTM C39 FAX N 684-0954 Date Molded: -.-- 12/2.3 _ 19 j Job No.__.(-P-�U58 Permit No. C',nt: __­GRAMOR DEVELOPMENT INC Project: ._FANNO CREEK APARTMENTS Address: _ 1Z672 5W MAIN ST TIGARD OR Contractor: _- KEYWAY NAT IONAL -. __----__Sub Contractor: .__VAN=aCONCRETE'. Concrete Supplier: -1-0-MLS—TAR NORTHWEST _._ Truck No._ f-'_ Ticket No. 165757 Cast ey: —LEACH _ _Cu.Yds. 1�J Load Weather: -.--_.OVERCAST �_— _ Temp High: 4 7 —Temp.Low.__2_9 Location of Placement: BUILDING 017 FOOTINGS AND BUILDING #lr� WALLS �— --- Test Time _1 1 :00 - -_Concrete Temp:_- _..60 Strength Requirement: 3000 _ ��— PSI @_ 20 4 1/2" days Slump Cement Type 1 Mix No./No.Sacks 0226 __Air Content-----------Max.Aggregate_ 3/4 Admix.Amount: _Brand _Admix.Am unt: _Brand:__ Set Test @ Register Date Date Unit Total Unit Report VNo. Days Number - Rec'd TAst Wt. Load — Area PSI No. 7 3124 12/24—12/3C 7,31959 28 .27 2620 _100 28 3124 _ 12/24 _ __. 28 3124 12/24 _01/2 28 .27 HOLD3124 12/24 - Remarks: - r-c:r T y--OF 1 T f;ARh KEYWAY NATIONAL CORPORATION -- Information contained herein is not to be reproduced,except in full,without prior authorization from this office. • ij _ a i y i Conscructtion Inspection 9 Related'teats Carlson Testing, Inc. REPORTOF X .12 CONCRETE TEST SPECIMENS P.O.Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 Method of S..mpling: ASTM C17.2_—_ Method of Testing: __-ASTM C39 FAX k 684-0954 Date Molded: 12/;23--, 19 93 Job No._CP 9058 Permit No: Client: GRAMOR DEVELOPMENT INC Project:_ FANNO CREEK APARTMENTS Address: — 12572 SW MAIN ST TIGARD OR Contractor: _ KEYWAY NATIONAL_-- --Sub Contractor:_BIDELL CONCRETE Concrete Supplier: L0NE5T6R__NORTHWE5T Truck No. 7116 Ticket No. 162725 Cast By: E . BUSCH Cu.Yds. _X0/60 ---Load No.1 Weather: __ OVERCAST _ _ _ Temp.High:. 47 __Temp.Low: __ 29 ¢ " cit , LocationofPlacement: BUILDING 07 SLAB ON GRADE w Test Time 8=05 Concrete Tem 5 ,` Strength Requirement: 3000 _ PSI @ days Slump Cement Type Mix No./No.Sacks 0226._ ._—Air Content--_ Max.Aggregate 3/4 �kns' Admix.Amount:_ HOT WATER _Brand IJ/AEA Admix.Am unt: FIBER Brand: Set Teat @ Register Date Date Unit TotalUnit Report �5 N^ 1 N No. Days Number RecdArea Load Test Wt. — PSI 140. a .t ' 1j; __-7 — 3117_ 12/24 12/3 _ 64,744 _ 28 .27 2290 99 28 3117 12/24 01/2( 106,640 28.26 3770 .125 -- 28 3117 12/24 01/2C 107,630 28.26 3810 125— HOLD 28 3117 12/24 01/20 _ 104,020 28.26 3680 125 f r: ,r Remarks: _ -ciCLT_y_0F d KEYWAY NATIONAL CORPORATION Inforrnntion contained herein is not to be reproduced,except in full,without prior authorization from this office. a � vyi A!r .1'P• �2 JYM frMi'� �.�5f T,y'g1H }!..JI bn�Mb1 4 f _. H -Ib ' oaf �N`y ��'�' '+ 1" �t�`eg"( �;T;t ` 1 %'cl fl"�^ .'`•IY 'r,�y�`LI P�S��� Ic4mr}, til � �i��� }F,. r f, � - �Y i� ! '1 f�,�+} • Conamwtion Inspection Related-rests Carlson Testing, Inc. REPORT OF 6 X 12 CONCRETE TEST SPECIMENS P.O.Box 23814 Tigard,Oregon 97281 Method of Sampling: __81511 C172 Method of Testing: ASTM Cay Phone(503)684-3460 — FAX M 684-0954 Dote Molded: . 12/23 19_ 93 Job No. CP-9058 Permit No: Client: GRAMOR DEVELOPMENT INC _ Project: FANNO CREEK APARTMENTS Address: __ 12572 SW MAIN ST r I GARD OR ( Contractor: — KEYWAY NATIONAL —Sub Contractor: __`SAN 'S CONCRETE Concrete Supplier: LONESTAR NORTHWEST - Truck No.__ 62 _locket No. 165757_—_� cast ay: _ __ 5 . LEACH — _Cu.Yds.^_ 10 _Load No..�_—_—_ Weather: OVERCAST --- —__— Temp.Nigh:_4.7-----Temp.Low:_ 29 a BUILDING #17 FOOTINGS AND BUILDING #16 Location o1 Placement WALLS r, Test Time_1_1:00 ---Concrete Temp: Strength Requirement: 3000 _ pSl @ 4 1/�'" days Slump_ _ Cement Type_I Mix No./No.Sacks_— 0226 Air Content .,Max.Aggregate Admix.Amount: --Brand•— Admix.Am unt:___—__— ___Brand: Set Test@ Fegister Date r Date Unit Total v— Report No. Days "umber _ Rec'd _Test Wt. _ Load � Area Unini No. 7 3124 12/24 _12/3C.________73_,_959 -- _.—.-.-- 28_,_27__2620_. 100 -- `28 3124 12/24 01/2 _ — 111,880 28.26 3960 .126 1 _ 28 312412124 _01/2 111,980 I?8.26 3960 126 HOLD 28 3124 12/24 0.1/20 109,200 28.26 - 3860 126 _ Remarks: r-" -.---- KEYWAY NATIONAL CORPORATION Information contained herein is not to be reproduced,except in full,without prior authorization from this office. ,j 1 i k Construction Inspection d Relates!'festa Carlson Testing, Inc. P.O.Box 23814 DEPORT OF 6 X 1:1 f-ONCRC TE TEST SPECIMENS Tigard,OrEgon 97,.8 Phone(503)664-3460 Method of Sampling: Method of Testing: ._ (I f M Ce%' FAX H 684-0954 I Date Molded: —_ l d/2 3 ___, 19 9-s Job No. C P ?G -.8 Permit No: Client: RAMOR DEVELOPMENT INC Project: EANNO CREEK APARTMI_NTS Address: -112572 SW MAIN ST TIGARD OR Contractor: KEYWAY NATIONAL - -___Sub Contractor: __131 DELL CONCRf_TL Concrete Supplier: LONESIAR NORTHWEST _ Truck No. 711E?____ Ticket No.— _162725 _ Cast By: BUSCH _ — Cu.Yds. 10/6 ____Load No. 1 _ Weather: -OVERCAST __. Temp.High: __�7 —Temp.Low: 29 Location of Placement: BUILDING #7 SLAB ON GRADIE Test Time 8.-0`_'—_.___-_____.__Concrete Temp: 65 Strength Requirement: —_ 3000 PSI Ca) 28 - days Slump A-1/4' ^Cement type I Mix No./No.Sacks. 0226 Air Content —_ _.___ ____Max.Aggregate._3/4 HOT WATER W/AEA FIJER j Admix,Amount: Brand__ Admix.Am unt:_ __ __Brand: _ Set Test @ Register Date Date Unit Tatal Area Unit Report No. Days Number Recd Test Wt. Load PSI No. I 7 3117 12/24 12/30 64,744 28 .27 2290 99 28 3117 12/24 01/2 28 .27 28 3117 12/24 01/20 28 .27 f HOLD 3117 12/24 28 .2 i 3 Remarks: —cow"T TY nF _1 T nARn KEYWAY NOTIONAL CORPORATION i Information contained herein is not to be reproduced,except in full,without prior authorization from this office. '+ �A .'9. arlt, ;fl Y' " c t 3 k jwj{9k .r Cmutrataim Inspection MaW Trac Carlson Testing, Inc. P.O.Box 23814 REPORT OF 6 X 12 CONCRETE TEST SPECIMENS Tigard,Oregon 97281 Phone(503)884-3460 Method of Sampling: — ASILL C172 Method of Testing: — ASTM C39_ FAX B 884-0954 Date Molded: . 12/22 .19-93 Job No. CP-9(-58 Permit No: Client GRAMOR DEVELOPMENT INC ,J Project: FANNO CREEK APARTMENTS Address: 12572 SW MAIN ST TIGARD OR a Contractor: _ KEYWAY NATIONAL INC . VAN 'S CONCRETE Sub Contractor: Concrete Supplier: LONESTAR NORTHWEST _ TrurkNo._. 721 Ticket No. 164339 Cast By: _—_ E . BUSCH Cu.Yds.__20/30 Load No. 2 Weather: OVERCAST Temp.High:__ 48 Temp.Low:—24 _ } BUILDING #13 SLAB ON GRADE Location of Placement: , GARAGE FLOORS i Test Time .30 Concrete Temp:_ 68 _ Strength Requirement: _ 3000 — PSI @ 28 —_days Slump 1�4"Cement Type ,Y Mix No./No.Sacks_ _ 0234 Air Content.___,__—____Max.Aggregate 3/4_, _—__-- Admix.Amount:_ HOT WATER —Brand W/AEA Admix.Ami unt:_ _Brand:F IBER _ Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd ea Test Wt. — _ Load PSI No. t 71,94228 .27 I _ —_-7 _3102 12/23 12/2 2540 98 28 3102 12/2.3 01/1 99,470 .28.36 3510 124 28 3102_ 12/23 01/19_ 99,890 28.36 _3520 124 t+ HOLD 28 _3102 12/23 01/19 99,845 28.36 3520 124 Remarks: _ cG0G1LY_0E TTGARn KEYWAY NATIONAL CORPORATION _ ff Information contained herein is not to be reproduced,except in full,without prior authorization from this office. :,t, I Construction Inspection& Related Taco Carlson Testing, Inc. DEPORT OF 6 X 12 CONCRETE TEST SPECIMENS .O. Bax – — TiTigard,Oregon an 97 97287 Phone(503)684-346u Method of Sampling: _ 1ft_(172 Method of Testing ____ ASTM C39 FAX#684-0954 Date Molded: —_ 12/2{_ _, 19__2L3 Job No.—_-(_n._9058 Permit Na Client: GRAMOR DEVELOPMENT INC Project: EANNO CREEK APARTMENTS Address: _ 12572 SW MAIN ST _TIGARD OR rr Contractor: —.— KEYWAY NATIONAL INC . Sub Contractor: VAN 'S CONCRETL Cr�ncreteSupplier: LONESTAR NORTHWEST Truck No. 721 —_—Ticket No.___164339 C^ot By: E . BUSCH _Cu.Yds._ 20/30— Load No. Weather: OVERCAST Temp.High:-__48_ Temp.Low: 24—__ Location of Placement: BUILDING 1#13 SLAB ON GRADE , GARAGE FLOORS_--_ Test Time_830 ---Concrete Temp: 68 f, Strength Requirement. _ 3000 PSI @—_Z8___days Slump 5 1 1/4.-" _. Cement Type Mix No./No.Sacks 0234 _—_Air Content Max.Aggregate— 3/4 _ Admix.Amount:_ HOT WATER Brand W/AEA _Admix.Amount: Brand:FIBER _ Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Rec'd Test Wt. Load PSI No. I 7 _— 3102 12/23 12/2 7.1,942 28 .27 2540 98 — 28 3102 12/23 01/1 28 .27 p > 28 3102 12/23 01/1 28 .27 HOLD 3102 12/23 28 .27 Remarks: _ C_ ftCI_IY__DE- II.GASD 6s KEYWAY Nr1TIONAL_ CORPORATION information contained herein is not to be reproduced,except In full,without prior authorization from this office. AL �„,, x,4 1114 Constmaion Inspection Ctl Relatted'feats s Carlson Testing, Inc. REPORTOF 6 X 12 CONCRETE TIES rSPECIMENS P.0.Box 23814 —+ Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: ASTM _0172 — Method of Testing: __ ASTM C39 FAX#684-0954 f Date Molded: _ 12121 19 93 Job No. CP-9058 Permit No: i Clierd: GRAMOR DEVELOPMENT INC µ Project: FANNO �RE9 APARTMENTS Address: 12572 SW MAIN ST _ TIGARD OR Contractor: KEYWAY NATIONAL ;ORP . Sub Contractor: VAN 'S CONCRETE Concrete Supplier: LONESTAR NORTHWEY1 Truck No._--ZQZ-Q _— —Ticket No. 164;2 " Cast By: M . LARSON _Cu.Yds._— 10 Load No. Weather: - OVERCAS f —_ Temp.High:--43—.-Temp.Low: 27 Location of Placement: SLAB _ON GRADE Bl ILDING #14 , FOOTINGS BUILDINQ #16 . WALLS BUILDING #11 — Test Time_8: 15 —Concrete Temp: 61 ----__-�.__� Strength Requirement: ^ 3000 _ PSI @_28 days Siump 3 112" Cement Type Mix No./No.Sacks_—_ 0226 ---Air Content_ 4 .2% ----..Max.Aggregate_ 3/4" — Admix.Amount:__ --Brand- W/AEA Admlx.Am unt.HOT WATER —Brand:MICRO FIBER _ Set Test @ Register Date Date Unit Total Unit Report No. Days Number Rec'd Test Wt. _ _ Load Area PSI No. I 7 3059 12/22 12/2 . 90,709 3210 96 - - -- _ 28 .27 28 3059 12/2.2—01/1E120,780 26.64 4220 122 28 3059 12/22 01/1 E 122,980 28.64 4290 122 HOLD 28 3059 12/22 01/18 122,560 28.64 4280 122 ` Remarks: _ c^r.:C T TY_-Q�1 T GARD KEYWAY NATIONAL CORPORATION i Information contained herein is not to be reproduced,except In full,without prior authorization from this office. a, rsr 411 -A j ry r t ;�r.•q •n('uR .... i , M ,. � � - _... ,. ;�• � , �� ��"� ��rl�r tpru3 �4i4 i�� 1 a ti �,`h, , ,•r t r, •1�.I �II �� f� �s'•1 1 ' Coruhvaion Inspection d Related Tuts Carlson Testing, Inc. 14 REPORT OF 6 X 12 CONCRETE TEST SPECIMENS P.O.d, Box on 97 — Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: — A$TM C172 Method of Testing: ASTM C39 _ FAX#684-0954 Date Molded: __ 12/21 —. 19-2-3- Job No. CP-9058 Permit No. . Client GRAMOR DEVELOPMENT INC h Project_ FANNO CREEK APARTMENTS Address: 12572 SW MAIN ST TIGARD OR Contractor: KEYWAY NATIONAL Sub Contractor: BIDELI_ CONCRETE Concrete Supplier: LONESTAR NORTHWEST Truck No. 7049 —^_`Ticket No. 165570 --_ _ i� Cast By: __ M . CARSONCu.Yds._—. 10 Load No. 4 OVERCAST 43 27 l Weather. Temp.High: �_—Temp.Low: Location of Placement SLAB ON GRADE BUILDING #8 Test Time 8:55 _Concrete Temp:__._60 — _.... Strength Requirement: _ 3000 PSI @_.28._e_days Slump 3 3/4 "_Cement Type I Mix No./No.Sacks --0226_ _ Air Content_ 2 .5% _Max.Aggregate 3/4 Admix.Amount_ Brand W/AEA Admix.Ami unt: HUT WATER -___Brand:MICRO FIBER - Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. I I 7 3060 121'22 12./2 — - 78,117 28 .27 2760 97 28 3060 12/22 01/1 S 100,220 28.64 3500 123 28 3060 12/22 01/1 102110028.64 3560 123 i HOLD 28 3060 12/22 01/18 101,900 28.64 3560 123 i Remarks: _cc.:('TTY nF TIGARr) KEYWAY NATIONAL_ CORPORATION Information contained herein is not to be reproduced,except in full,withov,prior authorization from this office. :,tnt• ""w.w�n..r•.a.-.«,_... ...... .... .. ..r„w.,,�',�yn rUNKfi4A1R' A#kar� � ..a..,,,ww +'1. j MI �pgp�,9giC t7aat» www .� -. .•..,.,,.�, ' � �I q•iF'k•rt Ir' {il 3 ryS• '<w x a't . �,: p. it nc ori• t' r • f 1 Construction Inspection&Delated rests 1 Carlson Testing, Inc. REPORT OF 6 X 12 CONC RE-TE TEST SPECIMENS P.O. Box 23814 Tigard,Oregon 97281 Method of Sampling: ASTM 0172 - Phone(503)684-3460 Method o1 Testing: A;�LC]_5��1? FAX Of 684-0954 Date Molded: _ 1 /21 . 19- 93 CF'-9058 Job No._� Permit No: Client: GRAMOR DEVELOPMENT INC v Project: __ FANNO CREEK APARTMENTS Address: -12572 SW MAIN ST T IGARD OR Contractor: KEYWAY. NAT I(DNAL CtJRP . ___Sub Contractor: --YAC1'L-VL -RETE Concrete Supplier: _LONE5TAR NORTHWE5T __- Truck No. 7070 Ticket No. caste . M LAR5 Y Cu.Yds. 10 --Load No. Weather: _ OVERCAST _ Temp.High: 3 --_.Temp.Low: Location of Placement: SLAB ON GRADE BUILDING #14 , FOOTINGS- BUILDING 16, WALLS BUILDING 011 -- Test Time_Ej 1 5 Concrete Tem Strength Requirement: _ 3000 _ PSI P 28 days Slump 3 1 2 _Cement Type Mix No./No.Sacks 0226 Air Content_ 4 -2% _ Max.Aggregate— 3/4 Admix.Amount: _ _-Brand W%AEA Admix.Am unt: HOT WATER grand MICRO FIBER _ Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number - Rec'd Test Wt. Load PSI No. I 7 3059 12/22 12128 90,70928 .27 3210 96 A_ 28 3059 12/22 01/1 - _ 28 .27 -- - -- 28 3059 12/22 01/1 ----- -. ----- - 28 .2.7 HOLD 3059 12./22 '8 27 -----..._._._-----._- Remarks: --cc—('T-TY OF KEYWAY NHTIONAL CORPORATION �- -------�------ -- -�---�___------- �r Information contained herein is not to be reproduced,except in full,without prior authorization from this office r , t y Construction kspection &Related Testa Carlson Testing, Inc. REPORT OF 6 X 12 CONCRETE TEST SPECIMENS P.O.Box 23814 Tigard,Oregon 97281 Method of Sampling. v)S T M C 172 C39 Phone(503)684-3460 Method of Testing: At FAX q 684-0954 Date Molded. __ 19 lob No.____(___' Permit NO: Chent: GRAMOR DEVELOPMENT INC Proloct: FANNO CREEK APARTMENTS Address: — 12.572. SW MAIN ST TIGARD OR Gofilractor ____ KEYWAY NATIONAL Sub Contractoi BIDELL (--(DN(--'RETE Concrete Supplier: LONESTAR NORTHWEc—) Truck No. '0 4 165570 - Ticket No Cast By M LAR,. OIA Cu.Yds..--- 4 Load No. Weather: OVERCAST Temp.High:___ 43 27 ----.Temp.Low: Location of Placement: SLAB ON GRADE BUILDING #8 Test Time 855 Concrete Temp 60 i Strength Requirement: __ 3000 PSI CU) days Slump 3 3/4 Cement Type Mix No./No.Sacks 0226..____Air Content 2 .5% Max.Aggregate 3/4 Admix.Amount:.-- -----.-Brand W/OEA ---Admix.Ami unt: HOT WATER --____Brand:MICRO FIBER Set Test @ Register Date Date Unit Total Unit Report No. — D-ays --- Number Recd Test Wt. Load Area PSI No. __ 7 3060 12122 12/28 78,117 28 .27 2760 97 28 3060 12122 01/18 28 .27 _28 3060 12/22 O1/1 28 .27 HOLD 30.60 12122 28 .27 Remarks: �c,_"(J' _LY_,QE_1 T G,A P D KEYWAY NATIONAL CORPORATION Information contained herein is not to be reproduced,except in full,without prior authorization from this office. ............ .......... Construction Inspection &Related Teats Carlson Testing, Inc. !, K 12 CONCRLTE P.O. Box 23814 ` REPORTOF TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-34tiU Method of Sampling _ ASTM C.I.72 _ Method of Testing: .___ A`;T h1 w39 FAX R 684-0954 Date Molded — 12/1/ 19 —__J— Job No.__ I I �OSF� Permit No: --. Client: GRAMUR DEVELOPMENT INC Project: ____ FANNO CREEK APARTMENT z., Address: . 12572 SW MAIN ST T I GARD OR KEYWAY NATIONAL_ CORP . — f3IDELL_ CONCRETF_ Contrgcta __. Sub Contractor: .___�__—�._______�_A._ Concrete Suo7ller. LONESTAR NORTHWEST Truck No. 7 112 Ticket No. 163812 —_ j E . BUSCH 30/60 Cast 6;: —Cu.Yds.__ _—. —Load No. Weather: OVERCAST 48 ;30 Temp.High: �.Temp.Low:_ Location of Placement: BUILDING #9 SLAB ON GRADE: _ Test rime -�-10 ___ _—Concrete Temp:.---4 _—__... 3000 2t " I Strength Requirement: _� PSI Ch) des Slum 9 Q Y P-- --Cement Type Mix No./No.Sacks_ 0226 Air Content______—._ _— Max.Aggregate_ 3/4 Admix.Amount:_ Brand Admix.Am unt: Brand:Area _ Set Test @ Register Date Date Unit Total Unit Report No. Days Number Recd Test Wt. Load PSI No. II 7 2970 12/17 12/2 68,930 28 .27 2440 93 ' 28 2970 12/17 01/13 28 .27 a 28 2970 12/17 01/1' 28 .27 �� ''�. HOLD 2970 12/17 28 .27 Remarks: _cc "C I TY OF T I GARD _ KEYWAY NATIONAL CORPORATION Information contained herein is not to be reproduced,except in full,without prior authorization from this office. a �.: ... a ,. ,;^ tial+, �r•"' 's � �W moi."�`"�C�t 4,�'!fF�m � .re^,.+;Ara yl�'a/(,'�!!+k.�(M'�' i`�^'w0' tfryrMaA ' �`�� �. 4'4�ry:fesX I Construction Inspection lsir RelaW-'fasts %,arlson. Testing, Inc. REPORT OF 6 X 12 CONCRETE TEST SPECIMENS P.O.Box 23814 Tigard,Oregon 97281 Method of Sampling: ASTM C1.72 ASTM C39 Phone(503)684-3460 p 9 — Method of Testing: _—� FAX k 1984-0954 u. Date Molded: 12/16 -19 19 93 Job No.— CP-9058 Permit No: r ! Client: GRAMOR DEVELOPMENT INC - - Project- FANNO CREEK APARTMENTS — Address: 12572 S'j MAIN ST TIGARD OR — — Contractor: KEYWAY NATIONAL VAN 'S CONCRETE Sub Contractor: Concrete Supplier. LONESTAR NORTHWEST 706E. 16380;1 - ` — Truck No. Ticket No, p, Cast By.. E . BUSCBy.. 40/70 4r,'�, —Cu.Yds._-- —_-- Load Na. Weather: -----OVERCAST ___-- Temp.High: 46 Temp,Low: 30 Location of Placement: FOOTING BUILDING #11 , SLAB ON GRADE BUILDING 013 Test Time_ Concrete —` 3000 Strength Requirement: — _ PSI @ 28 __.de s Slum 5 1114-11, Y P-- —Cement Type Mix No./No.Sacks 0226 3/4 -- Air Content Max.Aggregate Admix.Amount:_ Brand Admix.Am unt: Brand: Set Test @ Register Date Date Unit Total Unit Report No. bays Number Recd Test Wt._ Load Area Unit Report I — 7 -- 2969 12/17 12/2 65,931 28 .27 2330 92 l 28 7.969 12117 01/1, ----� ---- — 104,0.10 2859 3640 117 z8 -- 2969 12117 01/1- 95,51528-59 1/1 95,5_.1528.59_ 3340 1.17— HOLD 28 2969 12117 01/1395,317 — — - 95,317 28.59 3330 1.17 Remarks: Cc-'CITY OF TIGARD KEYWAY NATIONAL CORPORATION - ---� ---- ASSISTANT SUPERINTENDANT OKAYED SLUMP Information contained herein is not to be reproduced,except in full,without prior authorization from this office. '' Construction Inspection M Relatm Feats Carlson Testing, Inc. REPORT OF f' X 12 CONCRE TL TEST SPECIMENS P.O. Box 23814 -—� -- - Tigard,Oregon 97281 ASTM C172 Phone(503)684-3460 Method of Sampling: Method of Testing: A;� f h1 C 3. FAX N 684-0954 Date Molded: ___ ] - C., 19_._ �_' Job No. CP-9058 Permit No: -------- ------ Client: _ GRAMOR DEVELOPMENT INC j Project`__ FANNO CREEK APARTMENTS Address: —125,72 SW MAIN '�T TIGARD OR KEYWAY NATIONAL VAN 'S CONCRETE Contractor: __ Sub Contractor _-- Concrete Supplier: LONFSTAR NORTHWEST 7066 163807 PP Truck No.._.�__ ___.____Ticket No. ._� Cast By: _— F . BUSC H 40/70 c, I Cu.Yds.-� Load No._' j Weather — OVERCAST 48 30 Temp.High:-- _Temp.Low: . Location of Placemen': FOOTING BUILDING ft11 , st-(--Aa ON GRADE= BUILDING 013 tY, - —�- Test Time_ _ Concrete Temp: Strength Requirement: -2000 PSI @ 28 . de s Slum r� 1/ I — — Y P-------_Cement Type .--. Mix No./No.Sacks—_ 0226 3/4 " Air Content _ Max.Aggregate Admix.Amount: Brand _ _.Admix.Am unt: _—Brand: Set Test @ Register Date Date Unit Total Unit Report No. Days Number Recd Test Wt. -Load Area PSI _ No, I �7 2969 12/17 12/2 65,931 28 .27 2330 92 28 2969 12/17 01:1 8 .27 28 2969 12/17 01/1 28 .27 �- HOLD 2969 12117 28 .27 - Remarks: CC:CITY OF TIGARD__ KEYWAY NATIONAL CORPORATION - - —� ,ASSISTANT SUPERINTENDANT OKAYED SLUM1-1 Information contained herein is not to be reproduced,except in full,without prior authorization from this office. h 1 i _ ,I Construction lnapectton Related Testa Carlson Testing, Inc. REPORT OF r, X :2 CONCRE'm �TEST SPECIMENS P.O. Box 2381 ,. Tigard,Oregon 4L?;8i Phone(503)684 16 � Method of Sampling: A!.TM C71 72 --- — Method of Testing. _ ASTM C39 FAX N 684-00v r. Date Molded: — 1 /15 , 19_. _'�z Job Na t-•i' ')O�t3 Permit No: _ Client: GRAMOR DEV- y Project: FANNO CREEK APARTMENTS --- _ _� - -- _--------- --------- Address: _ 12S72 �M MAIN ST T IGARD-QR.____T Contractor: _-__ KEYWAY NAT IONA . INC._-- -_.___Sub Contractor: _k3IDE L L .4,.0__x-jlf._rl= Concrete Supplies 1 _�NES_ TAR Truck -- Ticket No Cast By: — C - KA'-n.TFI Cu.Yds.— 10___.___ Load No.1___.—__-__— Weather: QVERCAS T __--_ __-- Temp.High:__. 53 Temp.Low: 42 i Location of Placement: WALLS; BUILDING Test Time_Z_=OQ ________Concrete Temp:.__._ 63 Strength Requirement: _ 3000 PSI[)_ 28 _days Slump 5 —__Cement Type.1. Mix No./No.Sacks 3000 Air Content Max.Aggregate_— 3/4" Admlx.Amount:. Brand W/AEA ---Admix.Ami unt:_—_ Brand:_ —_ Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. I _ 7 294 2/16 12122 71,863 28 .27 2540 91 -- -- _� 28 __-2945 12/16 01./1 -_ 28 2945 12/16 01/U 28 .27 HOLD -_ 2945 12/16 _ 8 .222 --- - - Remarks: t I GARD ! KEYWAY NATIONAL CORPORATION Tin n� WAS--FIAT T-F-��-�.r--�L-UJ4P._--_----------__-_---------- -_._.___-----�------- - I' Information contained herein is not to be reproduced,except in full,without prior au`horization from this office. 1 'sr�crea..��1 .::rl ea ,..,. .•°"�"'wY�M:'i e K r Cmu&uc"on Inspectimta F!Related Tate Carlson Testing, Inc. REPORT OF 6 X 12 CONCRETE. TEST SPECIMENS P.O.Box 23814Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: ASTM f-1 72 Method of Testing: ASTM C39 _ FAX M 684-0954 Date Molded: _ 12/15 _19 19 93 Job No.. CFS-9058 Permit No: Client: GRAMOR DEVELOPMENT INC Project:_ FANNO_ CREEK APARTMENTS Address: 12572 SW MAIN ST TIGARD OR � Contractor: KEYWAY NAT I QNAL _INC . SubContrector:V@IDELL CONCRETE Concrete Supplier: LONESTAR pp -N-ORTH1elEST Truck No.-- 711.7 Ticket No. 165113____^ Cast By: C _ KASTFL _ Cu.Yds.—__LQLoad No. weather: . OVERCA5Ti`. Temp.High:_ 5 3 Temp.Low: 42 Location of Placement: MALLS: BUILDING #7 -- Test Time-2 OQ —Concrete Temp:-- Strength Requirement: 3000 _ psi „ 28 days Slump 5 _Cement Type Mix No./NO,Sacks 3000 _Air C-inter,_--_ _--. --__Max.Aclgregate 3/4 Admix.Amount:_____Brand W/AEA Admix.Am unt:-----Brand:— _ Set Test n Register Date Date Unit Total Area Unit Report No. Days ANumber Rec'd Test wt. Load PSI No. 7_ 2945 L16 12/2 7.1,863 2540 91 28 2945 12/16 01/12 97,037 28.09 3450 11.4 103,760 28.09 3690 114 28 2945 12;16 O1/1 —__-� HOLD 28 2945 12/16 01./12 103,660 28.09 3690 114 t Remarks: --efi CITY 0E TIGARD-- —_ KEYWAY NATIONAL CORPORATION —C®AfT$ZAC-TQPl-lAc NOTIFTGn OF ci 1IMP-------.------------ Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection&Relattd leafs Carlson Testing, Inc. REPORT OF 6 X 12 CONCRETE TEST SPECIMENS P.O.Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: ASTM C172 Method of Testing: ASTM C39 FAX#684-0954 Date Molded: __ 12/15 '19 93 Job No. CP-9058 Permit No: _ Client: GRAMME-NT INC €i a. Project: - EANNO CREEK APARTMENTS --. _ _ r Address: 12572 SW MAIN ST T T i9FD—Qg` Contractor. KEYWAY NATTQNAI Sub Contractor: RIDFI t (`QNCRFT- Concrete Supplier. --LONE STAR NORTHWEST Truck No. 117 Ticket No. 1 h526- Cast By: K _ THRAI L Cu.Yda.^ 10 Load No.L Weather. O-YU IQAST _ ___ Temp.High: 53 Temp.Low: Location of Placement: D-IILDING #9 GARAGE SLABS Test Time-Q---40 ___ _Concrete Temp:eb`�i—______._. Strength Requirement: _ 3504 PSI @_28 --days Slump 4 „ —T Cement Type�—__ _ ,� .:� Mix No./No.Sacks-------d234 Air Content--------------____Max Aggregate 3/4 Admix.Amount: _ —Brand bICR0 IE3f:E_ Admix.Am unt:_— _Brand: Set Test @ Register Date Date Unit Total Unit Report No. Days Number Recd Test Wt. Load Area PSI No. 91,619 --- --- 944 16 -- --- 3240 90 28-,--- 2944 1 0 /1 _ 117,420 _ 28.09 4180 113 e _ l 17,580 28.09 4190 _ 2$ 2944 12 16 O1/1� > r fpr /, 4 IN- - w� pAnw r Remarks: C T Ty F TIGARD — KEYWAY NATIONAL CORPORATION Information contained herein is not to be reproduced,except in full,without prior authorization from this office. v r P4Y .. i. -,., I r Construction Inspectu»t d Related Tam Carlson Testing, Inc. P REPORT OF 1, X 12 CO CRETE _ TEST SPECIMENS ox 23814 Tigard,O Phone(503)884-3460 281 Method of Sampling: ASTM c:1 72 Method of Testing: __-STM C39 _ FAX 0 684-0954 t Date Molded: 12/15 _ 19 19 93 Job No. CP-9058 Permit No: Client: GRAMOR DEVE)„�P_JIENT INC Project: F'ANNO CREEK APARTMENTS Address: 12572 S,W MAIhL ST TIGARD OR _ Contractor: KEYWAY NAIIONAL —�SubContractor;_61kLLL CONCRETE Concrete Supplier: LONESTAR NORTHWEST _ Truck No._70 -_Ticket No. I Cast By: K . I*HRA Cu.Yds._-. 10 Load No. Weather: OVERCAST Temp.High:—53-_--.-Temp.Low: 42 LocationofPlacement: BUILDING #12 SLAB . WALLS #15 —� Test Time_$ 5 Concrete Temp: Strength Requirement: ,__ 3000fi''sl+ PSI @_ 28----._ days Slump A--__-__-_--Cement Type Mix Nu./No.Sacks__ _ 0226 _- Air Content------.--Max.A re ale__ 3/4 " _ _ 99 g I Admix.Amount: MICRO FIBRE HOT WATERSANDY MIX _ Admix.Am unt: Brand. Set Teat @ Register Date Date Unit Total Unit Report Area No. Deys - Number Recd Test _Wt. _ Load PSI No. i82,226 2910 89 _ 7 2943 12/16 12/2 _ _8 .2? 28 2943 12/16 01/12121,040 28.31 _28 2943 12/16 01/1 St1— 28.3E_—42,10— T 4210 b Remarks: --C4Z-L"Tv OR T T r.A ACL KEYWAY NATIONAL_ CORPORATION Information contained herein is not to be reproduces,except in full,without prior authorization from this office. q� , ,- . 11419W 711 - •I r„y Construction Inspection d.ReLatted I esis Carlson Testing, Inc. P.O. Box 23814 REPORT OF 6X 1.::; C0N,,.',r� 1t_-w - _TEST SPECIMENS Tigard,Oregon 97,'1 Piione(503)6,14 :i,l+ Method of Sampling: I %' Method of Testing. ___Ak_T M t:.3 _____._.___ FAX q 684-01 ; Date Molded: ___--_ Job No. C__90,58 Permit No: — Client: CRAMOR_D VPll?M--NT T,.1-(,;_ Project: _____FANCL—LET—E-K_i. 26LtIMEN7S_ _ Address: — 125MA T N `_�I I I(FARC) DR- Contractor: KEY Wily--W. LT ONAI_ _ _ Sub Contractor: Concrete Supplier: — t�NECTAR N tE__ THWEST____ ___� Truck No.__ 1 1 7 Ticket No. 1 6`_256- _ Cast By: -___ K _ THRALL Cu.Yds. ___.._ 1SL____..— Load No. 1 Weather. __QVEFiCA51 _____ __^ _ Temp.High: 53 Temp.Low:__42.___ Location of Placement: Test Time 8!10 Concrete Temp: Strength Requirement: __ 300 PSI @ T2t3-_ days Slump 4 Cement Type 'y Mix No./No.Sacks 0234 -Air Content Max.Aggregate—,U4 Admix.Amount: _Brand RE _Admix.Ami unt:— Brand:. Set Test @ Register Date Date Unit Total Area I Unit Report No, Days Number Recd Test Wt. Load PSI_ No. 11')4Z2___ 91,619 3240 90 — 7 -2-944—-- 12/16 —_---- -- — — �__ 28 2944 /16/ --- --- 2 --_ -- 28 2944 _ 12/16 01/12 Remarks: --cc-CT�Y—Q _TIG RE) --- — ----- _ -- ----- --- KEYWAY NATIONAL CC?PORATION Information contained herein is not to be reproduc id,except in full,without prior authorization from this office. i MINNIE V` Constru��tion Inspection Related Tuts Carlson Testing, Inc. REPORT OF 6 X i 2 Cc)NCRETC _ TEST SPECIMENS P.O. Box 23814 --- --- Tigard,Oregon 97281 Method of Sampling: `� i Phone(503)684-346, P f1 — c�T M�-L — Method of Testing: ,� f M C_ �____ FAX 111684-09,94 Date Molded: 12/15 19 i Job No. CP--9058 Permit No: Client: GRAMOR DEVELQPMENT INC Project: ._.-._ FANNO CREEK—APABTMF. Address: _12572 aW MAIN ST TIGARD OR Contractor: — KEYWAYSub Contractor: ELL- Concrete _ CUNr_RETfi Supplier: LONE INORIHWEST ___ Truck No.__7� Ticket No. Cast By: K . THRALL-__ Cu.Yds._ 1Q�_-,___.---Load No.2 Weather: OVERCAST � — Temp.High:_ 3 Temp.Low: 42 Location of Placement BUILDING 112 SLAB . WALLS 015 —_ Test Time U= 1`? Concrete Tem Strength Requirement: — 3000 PSI @ days Slump 4 __..-__Cement Type I Mix No./No.Sacks_ 0226 Air Content Max.Aggregate 3/4" _ Admlx.Amount: MICRO FIBRE Brend HOT lJtaTER _ Admix.Ami unt.SANDY MIX Brand: Set Test @ Register Date Date Unit Total Unit Report —No. Days Number Rec'r'. Test wt. Load Area PSI No. 7 X443 12/16 12/2 82,226 2910 89 28 2.943 12/16 01/1 8 .27 28 2943 _ 12/16 01/1 28 27 Remarks: KEYWAY 'NATIONAL CORPORATION — -- ----- Information contained herein s not to be reproduced,except in full,without prior authorization from this office. ± P �"a $ 1 =t �, t IhPo d +'e+•u�'+4,�a + Irk-ta i �, f � , i ati ,�++si �u w ba y x � n �^, �b �� � r a '.7^ n 1 , q ��'',P.E�'. ,'�' , a� �� 4 Ii.ht�t �. , .�,a �� ., ' Grp+;,'�q i �i a��M'���� 5,; ��#�•�+n. P �,,; I A Construction Inspection Related Tests Carlson Testing, Inc. REPORT OF-6 X 12 CONCRE TF TEST SPECIMENS P.O.Box 23814 ---- TEST ---__ Tigard,Oregon 97281 ASTM C 1 72 Phone(503)684-3461' Method of Sampling: -- Method of Testing: ASTM C'39 FAX#684-0954 Date Molded: __ 12/09 — 19_ '93 Job No. CR '9058 Peimit No- Client: GRAMOR DEVELOPMENT INC Project: FANNO CREEK APARTMENTS Address: 12572 SW MAIN !�T T I GARD OR Contractor: KEYWAY NATIONAL_ CORP . 'S CONCRETE — ------ .—,-.-Sub Contractor: .---VAN _„— _— Concrete Supplier. _ LONEST AR NORTHWEST _ Truck No._ __ 1 1 `1 157502 _-__ ____ Ticket No. Cast By: _-- — SA LEACH� Cu.Yds.--_ 1.U1 -_ __Load No. Weather: __— RA I N41 Temp.High:_ 50_ Temp.Low: Location of Placement: EAST END RETAINING WALL , BUILDING 09 Test Time 2-' _ --Concrete Tem b5 Strength Requirement: 3000 _N— 28 7 112 PSI is T v_- days Slump^ ,Cement Type_I____...___ Mix No./No.Sacks 0226 AlrContent3/4 Mex.Aggregate Admix.Amount: Brand Admix.Amount:--- Brand: Set Test @ Register Date Date Unit TotalUnit eport No. Days Number Recd Test _wt._ Load Area > PSI No. — 7 2941 12/1 12/1 4-_ _46,254 28 .27 1640 83 28 2941 12/1E 0110628.27 28 2941 12/1. 01/0 .27 HOLE2941 12/1E 28 .27 — —^ i Remarks: CCLUTY OF TIGA_RD _ i KEYWAY NATIONAL CORPORATION _ - -- _* _INFORMED CONTRACTOR OF SLUMP Information contained herein is not to be reproduced,except in full,without prior nuthorization from this office. N , iy�9,q rl, n1'• gauu��y'$Y7"if�"F �'��r�d4� �',d� �a�t��m ���. ��� � E 0r"� rylNrwxr�w'^ ry°tq Coma"cthm Imapwaom Wlawd Two Carlson Testing, Inc. REPORT OF 6 X 12 CONCRETE TEST SPECIMENS P.O.Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: ASTM C172 Method of Testing: ASTM C39 — FAX#684-0954 Date Molded: 12/09 _ 19 93 Job No. — CP-9058 Permit No: Client: GRAMOR DEVELOPMENT INC Project: _- FANNO CREEK APARTMENTS _ -- Address: 12572 SW MAIN ST T IGARD OR a Contractor: KEYWAY NATIONAL CORP . Sub Contractor. VAN 'S CONCRETE LONESTAR NORTHWEST Truck 1.57502 Concrete Supplier. . __ -- Truck No. Ticket No. Cast By: S . LEACH Cu.Yds. _ 10 _Load No.1 Weather: RAIN Temp.High: 50 Temp.Low:_ 41 0 Location of Placement: EAST END RETAINING WALL , BUILDING #9 _ -- -- --- 2:45 65 Test Time_-.__ —Concrete Temp: —_ ' "* Strength Requirement: 3000 PSI @ 28 7 1:2 I days Slump Cement Type Mix No./No.Sacks—. 0226 Air Content _—_ __ ___Max,Aggregnte_ 3/4 y Admix.Amount: Brand Admix.Am unt: __ ��---Brand:-- Set Test @ Register Date Date Unit Total Unit Report t, No. Days Number Recd Test Wt. Load Area PSI No. 7 2941 12/1E 12116 46,254 _ 28 .27 1640 _ _ 83 28 2941 12/1E 01/06 91,896 28 .27 3250 108 28 2941 12/11-01/0 91,441 28 .27 3230 108 HOLE 28 2941 12/1 01/06 92,113 28 .27 3260 108 Remarks: — CC:C I TY OF T I GARD KEYWAY NATIONAL CORPORATION INFORMED CONTRACTOR OF SLUMP Information contained herein is not to be reproduced,except in full,without prior authorization from this office. r - a Construction Inspection M Related festa Carlson Testing, Inc. REPORT OF 6 X ll CUNCFlETF P.O. Box 23814 - TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling; ASTM C1 72 _ Method o'Testing: ASTM C39— FAX#684-0954 Date Molded: _ 12/08 - 19 193 Job No.- CP-9058 Permit No: - GRAMOR DEVELOPMENT INC Client: _ - -- Project: --. FANNO CREEK APARTMENTS Address: 12572 SW MAIN ST TIGARD OR NATIONAL VAN 'S CONCRETE. Contractor: _—KEYWAY CORP.__ -_Sub Contractor: .______. _—__� LONESTAR NORTHWEST 7054 157443 Concrete Supplier: Truck No. — __._.__._.-._.1"icket No._-__ Cast By: M . LARSON Cu.Yds.___10 —_—__Load No. 1 — - Weather: _ RAIN __- Temp.High: 52-----Temp.Low:_.__.._'j9------ Location of Placement: FOOTINGS BUILDING 015 .— f Test Time_12 55 -_-__—Concrete Temp:.— t Strength Requirement: ___3000 _ PSI r- 28 days Slump 3- 112- —Cement Type_— " Mix No./No.Sacks 0226 _ Air Content 2 .1'c _ Max.Aggregate__ 3/4 W/AEA Admix.Amount: Brand, Admix.Am unt —Brand:_-__ ; Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. 7 2920 12/13 12/15 88,316 28 .27 3120 82 28 2920 12/13 01/0 28 .27 r 28 2920 12/13 01/OE 28 .27 HOLD 2920 12/13 128 .27 is i Remarks; __—cc:CITY OF T I GARU KEYWAY NATIONAL CORPORATION Information contained herein is not to be reproduced,except in full,without prior authorization from this office. 'r rMMMYMrnxn„i;uM ..„.,..,.. v, it ;h ..,.,,IJ.n81r6Mii Construction Inspection Related-,rests Carlson Testing, Inc. REPORT OF 6 X 12 CONCRETE TEST SPECIMENS P 0.Box 23814 Tigard,Oregon 97281 ASTM C172 Phone(503)684-3460 Method of Sampling: Method of Testing: ASTM C39— FAX M 684-0954 Date Molded: _ 12/08 , 19 93 Job No. CP--9058 —__ Permit No: Client: — GRAMOR DEVELOPMENT INC Project: FANNO CREEK APArTMENTS Address:._ 12572 SW MAIN ST TIGARD OR A — Contractor: -_ KEYWAY NATIONAL CORP . VAN �S CONCRETE — --- Sub Contractor: __ Concrete Supplier: LONESTAR NORTHWEST _ _ Truck No. 7054 157443 -- -_._Ticket No.__ Cast By: M . LARSON 10 Cu.Yds.—_ 10--load No. 1 Weather: RAIN 5 2 -- —. Temp.High: � ---Temp.Low:___39 ' Lo cation of Pin cement: FOOTINGS BUILDING #15 . t 2: 9 Test Time____�55 __Concrete Temp:__.—~' Strength Requirement: _ 30002B 3 112" -- PSI @_ __days Siump_ Cement Type___________• 0226 Mix No./No.Sacks 2 . 1 e Air Content Aggregate__ 3/4 _ /4 Admix.Amount:_ W/AEA Brand ___ _Admix.Am unt:— Brand:- _ Set Test @ Register Date Date Unit Total Unit Report No. Days Number Recd Test — Wt. Load Area PSI No. 7 _ 2920 12/13 12/1. 88,316 28 .27 1120 82 ` 28 _ 2920 12/13 01/09118,880 – 28 ,27 4210 106 28 _ 2920 12/13 01/0. 120,860 _ 28 .27 4280 106 HOLD 28 –2920 12/13_01/05 120,780 28 .27 4270 106 _ Remarks: _ cc:CITY OF T I GARD KEY;JAY NATTONAL CORPORATION -- Information contained herein is not to be reproducec',except in full,without prior authorization from this office. o i 114011 �11 110W"4 n ' Construction Inspection & Related Tests Carlson Testing, Inc. P.O. Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 December 6, 1993 FAX 4 684-0954 r #CP-9058 FIELD INSPECTION REPORT DATES COVERED: December 6, 1993 PROJECT: Fanno Creek Apartments ADDRESS: 1.2572 SW Main St. Tigard, OR INSPECTOR: E. Day 4584 12-06-93: CTI representative performed inspection at the jobsite which was limited to making test specimens from representative amount of concrete. One set was made from 3000 PSI, mix #0226 (20 yards) which will be placed in building #14 foundation walls. Van's Concrete is the sub-contractor. A second set was made from 3500 PSI, mix 0234, 20 yards of which will be placed in building #12 garage slab on grade. Van's Concrete is sub-contractor. A third set was made from 3500 PSI, mix 0234, 20 yards of which will be placed in building #6 garage slab on grade and gazebo. i nidell is the concrete sub-contractor for this area of pour. Strengths are per drawings A/8 note 4 on foundation notes. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in _ full, without prior authorization from this office. �a. If there are any further questions regarding this matter , please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, IN J- Douglas W. Leach President ED/cat cc: Grantor Development Inc. City of Tigard Keyway National Corporation 0 Construction Inspectton d Related Teats Carlson Testing, Inc. r-. 1 ;? CON(-PF TF P.U.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon-'7281 AC1-M f 1 i ASTM r?Q Phone(503)684 3i,* Method of Sampling: Method of Testing: __ FAX N 684-09. 1 ' Date Molded: 19 —_._._ Job No. Permit No: Client: GRAMOR DE�/EL OPMFNT INC - ' FANNO CRFFK APARTMENTS Project. Address. 1 ?K,72 qhl M(,TN '-T TIGARD OR _ KFYWAY NST T(71NAI, COR ' . AFF BFI ow r)r-AT T ONS Contractor: -_- Sub Contractor: __.. LnNF`,TAR NORTHWEST 101 /111 1.34 ?.1 Concrete Supplier: _�.__- Truck No. Ticket No. Cast By: — E . DAY — Cu.Yds. 60 _—Load No. 1 /1 RAIN Sq'� Weather: - Temp.High: t1 —__Ten:p.Low:__ ?0 YD- 0226 IN RL Dr, 1 4 FnU 'NDATTnt\I IJAI..I.-S & 40 YDS 02 4 IN 9I_DG Location of Placement. —__ — 12 GARAGE S .0 .G .( VANS ) . BLDG . 6 GARAGE SL ARS (SIDEL I_ ) FETAINING WAL.'-.5 IN :fit}rY RI)ILDING 1.4 ( VAN': ) 9:05/9: 20 52 Test Time_ --Concrete Temp: 4000 '3 /4 1 R. TT T i Strength Requirement: PSI @__�.__days Slump 14 1 Cement Type 0226/0234 - 3/4 Mix No./No.Sacks Air Content_ T_ _ _-Max.Aggregate__— Id/AEA EIDER MESH Admlx.Amou _Brand -Admix.Am unt: —Brand:— Set Test @ Register Date Date Unit Total Unit Report No. DaysNumber Rec'd Test Wt. Load Area PSI No. -- -- - --- o s'' _I 7 2936 12107 12/1 1 86,438 9 .27 3060 _ 78 :!F 28 2836 12/07 01/0 ?8 .2.7 - - ?9 2836 12/07 01 /01 28 .27 H0LD ?936 12/07 28 .27 II 7 2837 12/07 12/1.1 _ 86,517 ?9 .27 3060 78 29 2817 12/07 011/017 -- _ - 2R 27 -- ------ 29 2837 12/07 01 /0 28 .27 HOLD 2937 12/07 - --^^v ---__ 8 .27 Remarks: Remarks: 'C I T Y OF T I GARD KEYWAY NATIONAL CORPORATION-- —REBAR WAS NOT TNSPFCTED , !_TMITFD TO MAKING TEST SPECIMENS ONLY . Information contained herein is not to be reproduced,except in full,without prior authorization from this office. F l 'tiV Construction Inspection RttaW Teat+ Carlson Testing, Inc. F, N 1 C()NCRETr= P.O.Box 23814 REPORT OF _ - TEST SPECIMENS Tigard,Oregon 97281 Phone 1503)684-3460ASTM f.. 1 �? ASTM in I-AX M 684-0954 Method of Sampling: Method of Testing: _._-__—_ ____._- CP-905P Date Molded: Job No. Permit No: _____._ Client: GRAMOR DFVFI...nPM`NT INC _�— -- ------ i— Project: __ FANNO CREEK APARTMENT" _ 12572 SI-I MATN ST TTGAPP nR Address: -PF— -- ------ ---- —-- i Contractor. KEYWAY NAT T OIvral t�I pE l_I CONI(. F Sub Contractor: LONFSTAR NnRTHWF �T Concrete Supplier: __ Truck No. 2�4 _._�_. Ticket No. 1 34 9�` Cast By: _— S . I.-EACH Cu.Yds.-------.Load ViNo.2 FAIN50 4'4 Weather: ._— --. Temp.High:__ _Temp.Low: SLITI.DTNG #7 FXTFRTOR FnnTTNGc� Location of Placemeni: _. _ --- -- -- --- ?: 45 60 Test Time_-__-- Concrete Temp: 1000 2R 1 /2 T Strength Requirement: ____—_ PSI @ _ _days Slump--.___.__—Cement Type 3/4 ' Mix No./No.Sacks-- 0226 Air Content — Max.Aggregate Admix.Amount: --Brand Am4 unt:—e — —Brand:. _ Set I Test @ Register Date Date Unit Total Area Unit Report No. I Days Number Recd Test ;/t. Load PSI No._ IV 7 2872 12/08 12/11 87,822 28 .27 3110 80 2S 2872 12/09 01 /0 28 .27 28 2972 12/08 01!0 28 .27 HOt-D 2.872 12109 28 . 27 Remarks: cc:C I TY OF T IGARII KEYWAY NATIONAL CORF'nRATION Information contmined herein ig not to be reproduced,except in full,without prior authorization from this office. r, _ Construction Inspection N Related Pests Carlson Testing, Inc. h Y 1? CO N(-RF TF P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard. Oregon 972f'-1 Phone(503)684-34r.,, Method of Sampling: ASTM 17? Method of Testing: A�'T M._� f�_ .__ FAX#684-0954 1.2./06 ell C'P-905 Date Molded: __' 19 Job No. Permit No: Client: — G'AMOR DEVELOPMENT INC — FANNO CREEK APARTMENTS Prclect: Address: _ 1 2F,77 `4'.1 MAIN ST TTGARn OR - Contractor: KEYWAY NATIONAL -- __.subcontractor. _ HTDFLI_ CONCRFTF LONFSTAR NORTHI•IFcT 114 157304 ' Concr9te Supplier: Truck No, _- —__ Ticket No. _�_ E . DAY 'n 2 Cast By: _ _T Cu.Yds.—_ �__________�Load No. - c, Weather: _ RAIN _- Temp.High:_�t1� Temp.Low:— 43 BUILDING #H GARAGE SLAB ON GRADF AND GA7EBO Location of Placement: R5 F,O �— Test Time- --__._Concrete Temp: ......____—_ 3000 2R 4 112" T A- TT Strength Requirement: PSI @ days Slump ._Cement Type_ n Mix No./No.Sacks 0234 Air Content ___ _Max.Aggregate 3/4 W/AEA MICRO Admix.Amount•_ -Brand Admix.Am unt: Set Test @ Register Date Date Unit Total Area Unit Report No. I Days Number Rec'd Test Wt. Load PSI No. III 7 2.871 12/08 12/1. 74,276 ?8 .27 2630 79 28 2871 12/08 01/0 28 .27 28 2871 12/08 01!0. 28 .?7 HOLD 2871 1.2/08 28 .27 1 Remarks: cc CITY OF T I GARD KEYWAY NATIONAL rnRPORATTON INSPECTIONS (AFIRE LIMITED TO TEST SPECIMENS ONI- Y Information contained herein is not to he reproduced,except in full,without prior authorization from this office. , at n Construction Inspection d Related Tests Carlson Testing, Inc. /-.' X 1 2 rONCRF TE P.O. Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 972.81 A STM r17? AS1.M r. ..;,_� Phone(503)684.34(11, Method of Sampling: Method of Testing: _— FAX Of 684-0954 { Date Molded: — 12/nh 19_ 1 Job No._ rp-ansa Permit No, Client•. GRAMOR nEVEL.OPMENT INC Prosect:.__ FANNO CREEK APARTMENTS Address: _ 1 2 '72 SW MAIN IT TIGAPD C1R Contractor. KFYh1A1' NATIONAL Sub Contractor: _H TDFI.I-. CONCRk Tt I.ONFS1 qR NOPTHWFST 114 Concrete Supplier: ___ Truck No. --.._._._Ticket No. E . DAY ?n Cast By. —_ Cu.Yds._ - � Load No. } RATN r,n 4q Weather .._ _ Temp.High:_ _.__ _._Temp.Low: Location of Placement: RI-IIL_DING #6 GARAGE SLAR ON rPADF AND GA7FRn R:45 F,n ---- __ Test Time..- Concrete Temp: — .. 3000 2R 4 112" T R TT -. Strength Requirement: PSI(a)_ days Slump __Cement Type 0234 3/4 „ Mix No./No.Sacks—_ _ _ _Air Content Max.Aggregate Id/AEA MICRO FIPFR Admix.Amount: _ Brand _Admix.Am unt:-----Brand: _Brand: + Set 'Test @ Register Date Date Unit Total AUnit Report _ No. Days Number Recd --TestArea Wt. Load PSI No. III 7 2.871 12/08 12/17. 74,276 20 .27 2630 79 28 2871 1.2/08 01/01 28 ,27 28 2871 12/08 01/0. 28 .27 HOLD 2_871 12/08 28 ,27 Remarks: cc :C I T Y OF T I GARD _ KEYWAY NATTONAI- rnRPORATION wv- INc-PECTIONS WFRE LIMITED TO TEc,1 SPECIMENS ONLY Information contained herein is not to be reproduced,except in full,without prior authorization from this office. " Al,,. . b .r;A•:dP 'a1►e, r:,'q�{tad"�ypM�"'�+AMn""1M '"� x"yi� �II) '11�� , �5��i�.. Il�u`� III. r . i; R Construction Inspection Related T'ea,:s Carlson Testing, Inc. h Y 12 CONCRETE P.O.Box 2381x. REPORT OF TEST SPECIMENS Tigard,Oregon 97^61 Phone(503)684-,;.46 ASTM C1 72 A51 M +�� FAX k 684-09f---iMethod of Sampling: --____— ._— Method of Testing: 12./0F. r,P ar) Date Molded: 19 Job No. Permit No: ._�_.__—_� — �s• Client: GRAMOR DEVELOPMENT INC �— - Prosect:— FANNO CREEK APARTMF NTS Address: 12572 SW MAIN ST T T CARD OR KEYI40Y NAT TONAL rnpa . FF PFI,_nl.l I._nr()T 1 nn!S Contractor: —� Sub Contractor: LONFSTAR NORTHWEST 101 /1114 1'14421 Concrete Supplier. _ Truck No. __Ticket No., _ _ P Cast By: E ' DAY Cu.Yds. E'0 Load No. RAIN 5042 Weather: _ --_ Temp.High: —Temp.Low:_- 20 YD5 0226 TN RLDG . 14 FOUNDATION WALLS & 40 YDS 0234 IN BLDG ocation of Placement ----- 1 2 GARAGE S .O .G .( VANS ) . BLDG . 6 GARAGE SLAPS ( BIDEI_L ) RETATNINr. WALL,; IN BUILDING 14 ( VANS ) R :05/8' 2.0 52_ 64 ` Test Time. Concrete Tamp: ' 3000 ?t' 3 3/4 Strength Requirement: PSI @ __days Slump_�__ .Cement Type s, Mix No./No•Sacks 0226/0234 --Air Content Max.Aggregate 3/4 Admix.Amount W/AEA Brand Admix.Am unt FIBER MESH Brand: Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test WL Load PSI No. I 7 2836 12/07 12111 86,438 28 .27 3060 78 i 28 2836 12/07 01/0 117,880 2.8 .27 4170 101 28 2836 12/07 01_/0116,790 28 •2 ' 4130 101 HOLD 28 2836 12/07 01/03 116,790 28 .27 4130 191 I II 7 2837 12/07 12/1. 86,517 29 .27 3060_ 78 _ 28 2837 1 ')in7 01/0 124,010 ?P .27 4390 101 28 2837 12/07 01 /01 125,420 28 .27 4440 101 HOLD 28 2837 12/07 01 03 ---- JN 27 1 / 125,980 4460 1(1 Remarks: 'Cc.:CITY OF TIGARD KEYWAY NATIONAL CORPORATION RFBAR WAS NOT INSPECTED , L.IMITE:D TO MAKING TEST SPECIMENS ONLY . Information contained herein is not to be reproduced,except In full,without prior authorization from this office. ,.�� 'fiMRgx►rr s I Construction Inspection d RelatedTota Carlson Testing, Inc. r, X 1 rn►.IrRFTr P.O.Box 23814 DEPORT OF TEST SPECIMENS Tigard,Oregon 97281 A`TM C 1 77 c �.gra Phone(503)684-3461 Method of Sampling: _ Method of Testing. —_ A T M _ _ FAX k 684-0954 1 710 , r r .)Or:," Date Molded: . , 19 Job No. _ __ Permit No: _ wt Client GIPAMOR DEVFI_ 0PMFNT INC _ _ ' Project ._ FANNO CREEK APARTMENTS Address: _ 12F,72 `�I'I MoL%,TN ST T TGARP nR _ — __ t Co-tractor: _ KFY14AY NATTONAI., RIPFI.I. COfirRFTF .---Sub Contractor: Concrete Supplier: LONFSTAR MORTHWEST ?h4 114r,r, Truck No.�_ ___ Ticket No.— CastBy: _ `� . LEACH 20 2 Cu.Yds. _ _ _wed NC_ i?A T N Weather: __ --_ — _ Temp.High: 50 Temp.Low: 43 Location of Placement: BUILDING 07 EXTERIOR FOOTTNGS Test Time_? 4 E Concrete Temp: 60 _ 3000 2R 1./2" I + Strength Requirement: _ _. PSI @__ days Slump —_Cement Type 0226 3/4 " Mix No./No.Sacks Air Content—`—. _Max.Aggregate Admix.Amount: _—Brand'_ __Admix.Am unt: —Brand:-- Set Test @ Register Date Date Unit Total AUnit Report No. Days Number RecdArea Test Wt. Load PSI No. IV 7 2872 12/08 1.2/1 _ 87,822 — 28 .27 3110 80 28 2872 — 12/08 01 /0 1.11,050 28 .27 3930 .103 _ 28 2872 12/08 0 1/01 113,230 2.8 .2.7 4010 103 ` HOLO 78 2872 12/08 01/03 113,990— 28 .27 4030 103 Remarks: cc:CITY OF T IGARD _ — �YWAY NATIONAL7_0RF'0RA7ION— --�----� —� � Information contained herein is not to be reproduced,except in full,without prior authorization from this office. D g . v . '. t.:: t.'T;?'i•., ,..tN•"'.; .. . `•M1 r4W.•. va.., I-', "tiKn•. .v-vy��,��,yrs y'l,y.tr,.lrp^Y �.,� ''��:��"II' t4 �. '1 Construction Inspection ltelat2c! 1'etts Carlson Testing, Inc. i., X 1 ? rnNr-RF TF P.O. Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 972t' Phone(503)684-;34th Method of Sampling: ASTM C172. Method of Testing: ASTM /' "j_+ FAX#684-OWi4 Date Molded: -_ —19 19 Jou No. Permit No: Client: _ (J AMoP DEVELnPMENT INC Project: FANNO CREEK APAIR1"MENTA X72 SW MAIN ST TTGARrt (R Address: _ 12 -- ----- - -- - - - 9' KFYWAY NA''InNAt 91nFl-I. r'r1NrRF -i7 Contractor _ __�-�___.__.Sub Contractor: Concrete Supplier. L nNFSTAR NnRTHI•)Fc.T Truck No._ 1 1 Ticket No. ?n Cast By: _F . DAY Cu.Yds.______ load No. Cl Weat'icr. �— RAIN __ Temp.High: ,0 —Temp.Low: 4 3 Location of Placement: BUII..DING #6 GARAGE SLAB ON GRADE AND GA7.E80 f — — —� — i' _. Test Time__ _Concrete Temp: 3000 -2R 4 1/?" T X IT Strength Requirement . ____ PSI @—_-__.__-dayZ Slump_.W_ Cement Type Mix No./No.Sacks 0234�_—_ Air Content Max.Aggregate__ 3/4 W/AEA MICRO FIBER F Admix.Amount:— ---Drand Admix.Ami unt: Brand: 1 Set I Teat @ Register Date Date Unit Total Unit Report ' No. Days Number Recd Test Wt. Load Area PSI No. III 7 2871 12./08 12/1 _ _^ 74,276 28 -?7 2630 79W R - 1. 28 2871 12/08 01/0' 112,830 ?R .27 3990 1.02 28 2871 12/08 01/01 110,270 2.8 .?7 3900 102 HOLD 28 2871 12/08 01/03 109,920 28 .27 3890 102 t 4 R V� 1 Remarks: CC=CITY OF T I GARQ KEYWAY NATTONAI_ CORP+IRATTnN r INSPECTIONS MERE LIMITED TO TEST fF'FCTMENS ONLY Information contained herein is not to be reproduced,except in full,without prior authorization from this office. r a , Awa '1� .�I.,w •„v':,. i i 1t h}wr �;nt�tynt ut vi}v,4�'kt'1:1� �. prya k� 9 v ri TrvU+t✓G�,ii` g.'gg'� t y r t Jku t�t iw t��;' k" k s 11 r +v t Construction Insjpectirn>< &Related Celts Carlson Testing, Inc. REPORT OF i, Y .12 CO NCr7i T[. TEST SPECIMENS P.O. Box 23814 ---`- Tigard,Oregon 97281 Method of Sampling: A4TM_ C 1 7 _ _ Method of Testin Phone(503)684-3460 G; aTr r _�� -- FAX 684-0954 Date Molded: _ _ _ 1 1 .' ,� , 19 :':'- Job No. (-n••-,:)nc,rt Permit No: - Client: GRAMOR f)FVF'I 0PMFNT TNr Project: FnNhL_ CREEK 6PARTMFNTS Address: 1 2572 `%U MA1 I FT—TTG,'%F,0 QF: Contractor. KFYII^.Y Nr?7Tnnlnl r n(�>[ Contractor _ �TC)EI L_ �'C)�Ir r F _____Sub - - RT.-- ---- Concrete Supplier: I �)N1+5T(lE' hJt'rFTb12L' T Truck No. na — -__ Ticket No. Cast By: Ii� P _ MI IRPHY Cu.Yds.—�-2n _..___.. _Load No. Weather r?�,�f RC/a`.T I,I/PA T N — _-- Temp.High: ..-` Temp.Low: Locatlon of Placement: RECREATION BUILDING FLOOR rLAB -- --- _ Test Time g:30 Concrete Temp Strength Requirement: n _ ��0= -- —. PSI(a) days Slump � 1%`� Cement Type Mix No./No.Sacks_ 022 5_ Air Content—5 •n e_— Max.Aggregate— 3/4 Admix.Amount: Brand Admix.Amount: _Brand:_ 9 Set Test @ Register Date Date Unit Total Unit Report _ No. Days - Number Recd Test Wt. Load Area PSI No. 7 2754 _ 12/01 _1.2/0 — -74,375 8 .27 2630 68 28 2754 12/01 12/2E 110,580 28 .27 3910 95 28 2754 12/01 12/2e 109,81.0 -- ------ = •27_-- 3880 95 i I Remarks: r-I-r y-QFT LgAph KEYWAY NOTTONAt- CORPORATTON — Information contained herein is not to be reproduced,except in full,without prior authorization from this office. r. Construction Inspection Related Celts Carlson Testing, Inc. t; P.O. Box 23814 REPORT OF 6, X 12 CONCRCTFTEST SPECIMENS _ - Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: Method of Testing: ^ T!1 r-"i FAX M 684-0954 t, Date Molded: 19 Job No. Cr `,f' Permit No: ---------- --. _--__-__ Client: GRAMOR f)FVF OPM NT TNr IProject: F'ANNn C'RFFK APARTS2'5 ----- 1 Address: — 17'`l'1 MAT�d `T T C;AF'.b OF" Contractor: Sub Contractor. .__RTC —rlr�t..l�._.__—____.____� Concrete Supplier: Truck No._-_- 12 -_--_.--__Ticket No. . 157 �_� Cast By: —__11_ P - MURPHY —_Cu.Yds.---I n ----.. Load No __- 1 j Weather: r��•/I-RC A�-T 4I SPA z N W_�___ ------ Temp.High:`'1—_—__—Temp,Low:._ 39 -- Location�;rPlacement: RECREATION BUILDING FLOOD c-1ne. Test Time r_',?n _—_Concrete Temp: _ Strength Requirement: ?00r1 �.�_ PSI(9) 2P days Slump�__—��_ —__Cement Type I Mix No./No.Sacks O22�' Air Content__ •Opp _Max.Aggregate _ Admix.Amount:^ ,Brand Admix.Anii unt: Set Test @ Register Date Date Unit Total Area unit VReport No. Days Number Recd Test Wt. _ Load PSI No. I 7 27�.4 1.2/01 3.2107 74,375 8 •V7 2630 68 _'8 2754 1.2/01 12/2 8 .27 2 s -1.7 412/01 12/28 28 .27 I i i i Remarks: r CITY OF T Tr_A r1 KEYWAY N^TTnNAI_ COPPOPATTnN Information contained herein is not to be reproduced,except in lull,without prior authorization from this office. rr Carlson Testing, Inc. Construction Inspectwn d Related Teats � r nnrrRET1 TEST SPECIMENS REPORT OF F' 1 n P.O. Box 23814 - - _-- Tigard,Oregon 97281 Method of Sampling: ASTM r'1 -' (,c TM r �q Phone(503)684.3460 P 9 _ Method of Testing FAX q 684-09b4 Date Molded. 1 1/'? rr,•..gpr�a 19---- Job No. Permit No: _ Client: GRAMOR DEVELOPMENT INC Project: FANNO CREEK APARTMENTC, Address: 12F_'7-' SW MAIN ST TICARD OR - KEYWAY PIATIONAI_ COR! r Contractor: Sub Contractor:._ VAN'S CONCRETE Concrete Supplier: L.ONESTAR NORTHWEc,T 71 1.11 q g7ng0 -__ Truck No._ Ticket No._ N� - L.ARSON --_-- � Cast By: ---" - __—Cu.Yds.- 1 0 1!'1 Load No Weather: CtVEF;CAST Temp.High:- --Temp.Low:._-- _ Location of Placement: [3l-1 I l-DING tt 1 it F 0 0 T T^Ir Test Time 0 Concrete Temp: Strength Requirement: -._ 1-1000 -,P 4PSI @__ days Slump - Cement Type T r Mix No./No.Sacka— 02-26 -314 * :?/4 Ali Content_- ` Max.Aggregate Artmlx.Amount:___ Brand W/AE A Admix.Amount _Brand: Set Test @ Register Date Date Unit Total - Unit Report No. Days _- Number Recd Test Wt. Load Area PSI No. 7 2745 11/30 1 - '06 86,477 , f3 .27 3060_ 66 28 _ 2745 11,E?0 1?.�2 123,670 )9 .27 4370 94 28 2745 11/?0 12/27 121,690 P8 . 27 4310 94 ITL D 28 2745 11/'30 12/27 .126,830 8 .27 4490! 94 ___-- Remarks: C'C 'CITY OF T IGARD KEYWAY NATIONAL CORPORATION -��--- ---- r W INFORMED SUPERINTENDANT AND I_ONESTAR OF AIR TEST 4 Information contained herein is not to be reproduced,exrept in full,without prior authorization from this office. Sr§ 1 A Construction Inspection Related Testa Carlson Testing, Inc. 14 REPORT OF '-' a 12 r ONr RETE TEST SPECIMENS P.O. Box on 97 -- - --- Tigard,Oregon 972ft1 ASTM cT M �'1 . �_ r Phone(503)684.346o • 72 F •1 � " � Method of Sampling: -- Method of Testing: — _. FAX N 684-0954 11/�� 7? rry--?Okra Date Molded: —_____ ——. 19— Job No. Permit No: Client: -_ GRAMOR DEVELOPMENT INC ---, -- - -_- Project: —FANNO CREEK APARTMENTS -- - -- — -�---. Address: 1.2572 `^,W MAIN ST T I GARD 0F' --- _ - — KEYWAY N^T TONAL. CORP . VAN'S OrI CWI Contractor, Sub Contractor:-. I.ONF�,TAR NOPTHWE'FT '11/f 157nyn Concrete Supplier: �— Truck No. _. _..______Ticket No.— —_ Cast By: M ^LORSON _ Cu.Yds._— 19 1 /4 Load No. OVERCAST Weather: Temp.High: Temp.Low: _ Location of Placement: 111-111.D I Mri tt 1 4 FOOTING'c, ------ --- _. —_ Test Time 'C? ConcreteTemF •30nn ? 4 T > Strength Requirement PSI @___—days Slump_ _____Cement Type_ 0226 Mix No./No.Sacks_ —� Air Content 2 . 1% Max.Aggregate _ Adm'-_Amount:_ W/ACA Brand• Admix.Ami unt:Y---W _Brand: Set Test @ Register Date Date Unit Total I Unit RepoA No. Days Number. Rec'd Test Wt. Ln^.d Area PSI No. 7 274 5 1 1/?() 12/06 66, 77 8 .27 3060 66 t .28 2745 11/30 121271 .8 .27 h HOLD 2745 11/30 P8 .27 ,i f l; �7 cc' CITY OF TIGARD Remarks: ' ---......_- ------ --- KEYWAY NATTONAL CORPOR�, FION 7 INFORMED SUPERINTENDANT AND L.ONESTAR OF AIP TEST Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection Related Teats Carlson Testing, Inc. REPORT OF 6 X 1 "? CONCRF.TF TEST SPECIMENS P.O. Box 23814 — Tigard,Oregon 97281 Method of Sampling: ASTM C 1 Method of Testing: AF TM C3C+ Phone(503)684-346! ---. FAX N 884-0954 Date Molded: 11123 , 19 93 Job No. C'P-4058 Permit fJo: Client: - - GRAMOR DEVELOPMENT INC Project: FANNO CREEK APARTMENTS Address: 12`-?7?__ SW MAIN ST TTGARD OR Contractor: K.EYt�.AY NATIONAL__CORP �_ FibCmtractor __R.TDFLI Concrete Supplier: L_ONESTAR NORTHIAFST Truck No. 71 12 Ticket No. 160191 Cast By: M . l_AR50N Cu.Yds. _ _ 10 Load No.1 Weather- OVERCAST Temp.High: 50 --Temp.Low: 2q t_ocationofPlacement: STEM WALLS BUILDING #8 , FOOTTNG GARAGE #8 , GARAGE WALLS FOR BUILDINGS 9 & 10 - ---- _ Test Time e :00 -_Concrete Tem Strength Requirement: _ 3000_ PSI @? .___days Slum 4 1./2 I ' Y PType_— Mix No./No.Sacks 0226Air Content—_5_0� Max.Aggregate_ 3/4 Admix.Amount:, t3rand W/AEA Admix.Am tint: _ dl•10T WATER Set Test @ Register Date Date Unit Total - —Bran ._ .__ No. Days Number Recd Test Wt. Load Area Unit Report _. _ __ _ PSI No. 7 2.725 11124 3,1/30 78,251 8 .27 2770 63 28 2725 — 11124 1.2_/2_1 .1.18,6.10 __ 28 -27 420088_ 28 2726 11124 12./21 � 121,.000 -28 .27 428 8.P HOLD 28 2725 11124 12/21 _ _ 119,670 -8 .27 4230 88 Remarks rr:('TTY QE---1T rAPr KEYWAY NATIONAL CORPORATION Information contained herein is not to be reproduced,axcept in full,without prior authorization from this office. '4 I L f i Construction Inspection 61'Related Tata Carlson Testing, Inc. FYI REPORT OF F_, X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 -- Tigard,Oregon 97281 Method of SRmpling: A5TM 0172 —_ Method of Testing: A. TM C3q Phone(503)684-3460 R _ FAX#684-0954 Date Molded: _ 11/23 �, 19 23. Job No. CP-9058 Permit No: ----, Client: GRAMOR DEVELOPMENT INC Project: FANNO CREEK APARTMENTS i Address: . 12572 SW MAIN ST T T CARD OR Contractor: KEYWAY NATIONAL CORP . Sub Contractor: BTDELL Concrete Supplier:—LONE STAR NORT114IFSTTruck No. 71 i 2 Ticket No. 160191 Cast By: M . t_ARSON Cu.Yds. 10 Load No. Weather: . OVERCAST Temp.High:_50 Temp.Low: 29 Location of Placement: STEM WALLS BUILDING #8 , FOOTTPIG GARAGE #13 , GARAGE WALLS FOR BUILDINGS 9 & 10 1 -- — Test Time-2:00 Concrete Temp: 67 Strength Requirement: 3000 PSI @ 28 days Slump 4 1_/2 Cement Type Mix No./No.Sacks 0226 _ Air Content, 5 .0% _Max.Aggregate i Admix.Amount — Brand WW/AEA Admix.Am unt__ Brand_10T WATER Set Test @ Register Date Date Unit Total Unit Report 4 No. Days Number Rec'd Test Wt. Load Area PSI No. - _ 7 2725 11124 11/30 _ 78,25..1 ^ 8 .27 2770 63 28 2725 11/2.4 1.2/21 _8 .27 28 _ 2725 11124 12/21 8 .27 HOI..D 2725 -.1.1124 _ _8 .27 Remarks: r r,:r-T Ty_DF__JJ GARn KEYWAY NATTONAL CORPORATTON Information contained herein is not to be reproduced,except in full,without prior authorization from this office. a µ y. Construction Inspection�Irei(ctted festa Carlson Testing, Inc;. REPORT OFP.O.Box 23814 _X_12_ SON .Rr__FT.E TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: _e�T#��Z _--_—_ Method of Testing: --___QS- ..3c, _— FAX 1f 684-0954 Date Molded: _ t i29 , 19_93 Job No._._C.p-gOcA: Permit No: Client: GRAMOR DE VEE 0PMFNT Imo" Project:—FANNO t,RFFK AP- TMFNTS Address: -- 1 2c.77_.St,,j_-MA.IN c�T TIGARD OR _ Contractor: KFYWAY -NAT LON4(r_LQRP ,^ Sub Contractor: Concrete Supplier: I ONESTAR PP .ND.RI1:IWEST — _ Truck No. 7114 _Ticket No. Cast By: M.--LAQ1Q_ Cu Yds.—_._ 1 Q _ Load No.d Weather. --_��QW _ ----^_ Temp.High:__�L�—____Temp.Low:—.-2I----- ? Location of Plbeement: SLECL ------ --- — Test Time Concrete Temp:— 53 Strength Requirement: —3D-CIO PSI @—L$_days Slump 4--I,"2 _Cement Type PP Mix No./No.Sacks -Q22b_ ___._Air Content—_ _.� -----Max.Aggregate_-_.3.Z." Admix.Amount: ,Brand'lelLt�F:B _ Aemix.Ami t— un —_ —.Brand:, _ Set Test @ Register Date Da,c -T Unit Total Unit Report No. Days— Number RecdArea Test Wt. Load PSI N0. —2706 U Z --IIZ2-9--— _101,380 >�27, 3590 61 e-2 7 - ---- 28 — 7 2�.-- -� _ ------ Remarks: - KEYWAY NATTONAI_ CORPORATION Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Kt' r x w i Construction lnspect:on&Related [eats Carlson Testing, Inc. REPORT OF 1 Z r-ONCRETE TEST SPECIMENS F.O.Box 23814 Tigard,Oregon 97281 Method of Sampling: ASTM r't �� Phone(503)684-3460 P 9 — __�_ Method of Testing _—_-_QSJIi_.C:3� FAX M 684-0954 Date Molded: 111.22__--_ , 19_93- Job No. _ ru-gnvR Permit No; __ + - -- .. Client: __ GRAMOR D lEt 0PME_p_L_ TNr Project:------FANNn /'Rf=�K AOARxg� J Address: SLI MATN �,T_TIrut Rn nR Contractor: KF-)9 AY NAT T p AL-r-OR VANS CONCRETE __Sub Contractor: ._________-_ Concre'e Supplier: ._LQ1�lF STAR Nf1RTNLIF�T _— iruck No.__.-. 11.[1- Ticket No. Castay: -11 J-AR�f]1�L__ Load Weather: —_ —__$NQ-�_� _- Temp.High: 42_____Temp.Low:._ 22___ Location of Placement: STF.M -WAl l_S EDR- Rll?1DT Nr# lest Time 0 --------Concrete Temp: Strength Requirement: _..___X000 pgl ,_da sSlum 1/2" Y P-4 Cement Type Mix No./No.Sacks--Q2,2-(;'---- , -Air Content_. 2.5� Max.Aggregate Admix.AmountBrand Admix.Amount: _—Brand i Set Test Register Date Date Unit Total - Area Unit Report No. Days Number RecdA Test Wt. Load PSI No. _ 11/29--, 101,380 - -2�- 3.590 61 133,8504730 87 { � 219 Va, qty _12L2 135,730 _-- _„_2Z 4_800 87 I 28 �Z9�-- 12120 135,140` R .27 4780 87 apt Remarks: �,oT KEYWAY NATTONAI- CORPORATION Information contained herein is nor to be reproduced,except in full,without prior authorization from this office. k, r a i Construction Inspection d Related'rests Carlson Testing, Inc. REPORT OF 6 X 12 CONCRETE TEST SPECIMENS P.O.Box 23814 _--._ _— Tigard,Oregon 97281 Phone(503)684-3460 ASTM C172 ASTM C39 FAX#684-0954 Method of Sampling: ______ �___ Method of Testing: _� Date Molded: 11/19 J , 19__'41 Job No. CP-9058 Permit No: Client: GRAMOR DEVELOPMENT INC Protect:_ FANNO CREEK APARTMENTS Address: 12572 SW MAIN 5T T I GARD OR KEYWAY NATIONAL Contractor. _ Sub Contractor. LONE-STAR NORTHWEST 110 156947-1.2 Concrete Supplier: _--�_—_ Truck No._��_.__.._____—__—Ticket No. J . WOOLF 30+ 1 _ Cast By: _ Cu.Yds.—__�--_---_---Load No. OVERCAST _ _ SO 20 Weather: Temp.High: ___T Temp.Low:,. Location otPlacement: GARAGE SLABS ON GRADE FOR BILITLDING #_; AND GARAGE #12 SLAB Test Time_� ___Concrete Tem 60 — P — Strength Requirement: _ 3000 PSI @ 28 days Slump 4 1 _-__Cement Type 1_ 0234 2 .5% * 3/4 " Mix No./No.Sacks_ Air Content. Max.Aggregate Admix.Amount: Brand -- _ Admix.Ami unt:_ — _.—_Erand: — Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. I 7 2670 11122 11/26 79,853 28 .27 2820 56 28 2670 11/22. 12/1 .8 .27 28 2670 .11/22 12117 8 .27 HOLD 2670 11/22 28 .77 Remarks: Cc C I TY_OF T IGARD KEYWAY NATIONAL_ CORPORATION Information contained herein is not to be reproduced,except in full,without prior authorization from this office. 4` 1 I Construction Inspection cel Related Tests Carlson Testing, Inc. P.O. Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 November 19, 1993 FAX K 684-0954 #CP-9058 FIELD INSPECTION REPORT �►. DATES COVERED: November 18, 1993 PROJECT: Fanno Creek Apartments ADDRESS: 12572 SW Main St. Tigard, OR / INSPECTOR: L. Warfield #601 11-18-93: CTI representative arrived nd the conte for began to place mix. This CTI rep. was / informed of( A500 PSI mix specification for slab and 30 i� 1 for walls and footings . The mix on site (20 yards) was a 300 PSI mix and had fibermesh. The second truck load was over t ours old. It was recommended by this CTI rep. to use this mix for wall and footings, not slabs as ; it did not conform to the specifications. Contractor elected to place the two garage slabs at building 6 . Sample was taken during this placement and four cylinders were cast. The second load was W �, rejected by the contractor for excessive time from batch. The ?' first load was also rejected by the contractor after it exceeded 1+J hours . Our reports pertain to the material tested/inspected only. , Information contained herein is not to be reproduced, except i.n full, without prier authorization from this office. j,. x If there are any further questions regarding this matter , please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, NC. Douglas Leach President LW/cat cc: Gramor Development Inc. City of Tigard Keyway National Corporation 1Mt 1'i' y 1 t Construction t Carlson Testing, Inc. F_, X i,? c:nNC'RF TF REPORT OF TEST SPECIMENS Method of Sampling: _ A STM C1 7l Method of Testing ASTM Date Molded: .__.__ 1. --__ , 19 9 1 Job No. C P_.,�0';>i Permit No: - ---_ Client: GRAMOR DEVELOPMENT INC _ - - Y; Project: — FANNO CREEK APARTMENTS, Address _ 12572 SW MAIN ST TIGARD ('R------------- KEYIJAY NATIONAL VAN111 CONCRETE Contractor: -_--__. Sub Contractor ' LONFSTAR NORTHIJFST 110 1.5694 7--1 2 Concrete Supplier: _�_ - __. .. - Truck No._____ --�_�Ticket No. - _ Cast By. — ? WOOLF 30+ 1 _ __---_ Cu.Yds..__ — ._ ._____Load Na -- i OVERCAST �n 20 Weather: Temp.High:.__-"_.___..._.-_Temp.Low __ GARAGE SLAB'; ON GRADE FOR BUT1_DTNG #1 AND GARAGE #12 SLAB Location of Placement: —.----- -- -- -- ri. Nest Time_ — Concrete Tem ('0 -------_� --- p ----- - 3000 284 1/2" T t; Strength Requirement: — ---� ____-PSI CD--__days Slump--__.._ _.____Cement Type i, 0234 2. .5% � 3/4" f Mix No./No.Sacks—____.___—_------.A17Content_—_— Y..___ _�Max.Aggregate-- _—_-_______.­—_. Admix.A.mount: —Brand _ -- Admlx.Am�unt:__ Set Test @ Register Date Date Unit Total I_ Area Unit I Report _ No. Uays Number Recd -Test W1. - Load _ _ PSI No. _ I^— --7 2670 11/22 11/2 T— 79' 8538 .?_7 2820 56__ -- ` 28 2670 11/22 12117 113,470 28 .2' 1 _4010 86 28 2670 11122 12/1 8 .2� 1 .1.15,420 4080 86 HOLD 28' — 2670 11/22 12/17 _ 112,680_ 8 .27 3990 _86 1� , t I� Remarks: cc :C I TY OF T 1;ARD _. ----_ ---------__._-.-_...-------------------___ KEYWAY NATTONAL. CORPORO-TION f Information contained herein is not to be reproduced,except in full,without prior authorization from this office. 'r Construction Inspection r Related Trier Carlson Testing, Inc. REPORT OF 6 X 12 CONCRETE P.O. Sox 23814 TEST SPECIMENS Tigard,Oregon 4 7281 Method of Sampling: ASTM C172 ASTM C39 Phone(503)684-3460 P 9 ----ASTM Method of Testing: —� FAX p 684-0954 11 /18 9:a Date Molded _— 1 g Job No. CP-9058 Permit No: Client GRAMOR rtEVEI-OPMENT INC Project: — FANNO CREEK APARTMENTS — m Address: -- 12S72 SW MAIN ST T IGARD OR — contractor— KEYWAY NAT IONAI.- CORP . _ — -- — Sub Contractor:, Con creteSupplier: _ LONF.ti; )R NORTHWEST 116 --] 56936 Truck No Ticket No. _ Cast By: L . WARF TEL D 1 O Cu.Yds. load No.1 Weather: -------_._----- OVERCAST --- ----- —__._ Temp.High:--_�9-- Temp.Logy. 1.6 Location of Placement: GARAGE SIAL' AND WAL.L , RUIL OTNG C-, ) ' P . l — ------ Test Time 60 -_ Concrete Tem Strength Requirement: 3500 _- _— PSI(d28 __ days Slump_4'--.___-- Cement Type Mix No./No.Sacks 0226 3/4 —Air Content—_-_------_--� - —Max.Aggregate__—_--- _---- Admix.Amount: Brand---,MICR MESH Admix.Amount: Set Test @ Register Date Date Unit Total Area UnIt Raport r,. No. Days Number Recd Test Wt. Load — —Te — --_ PSI No. A 7 2645 11/19 1112, — j - - _-- _ 66,880-- 8 .27 2370 55 8 28 -- 2645 11/19 12/1 8 .27 — �.. _C___ 28 2645 — 11/19 12/1 -- - 8.27 D HD - 2645 11/19 8 .7.7- -- --- Y Re•narks _ =�'_CT T OF T I GARD_ __ A , KEYb,AY NATIONAL. CORPORATTON — �— h 3500 P'5T MIX IS SP ACE 3000 PSI ,_FOR SLAPSCONTRACTOR ELECTED TO PL j ' .T X _- �— Information contal'-.<ri hrr,in is not to be reproduced,except in full,without prior authorization frurl this office. Y 4 b Constr'etion Inspection Related Testa Carlson Testing, Inc. 6 X 12 CONCRETE P.O. Box 23814 REPORTOF _TEST SPECIMENS Tigard,Oregon 97281 r± Phone(503)684-3460 Method of Sampling: -- ASTM C172 Method of Testing: ASTM C?9 FAX #684-0954 11 18 "� CP-4058 Date Molded: — � , 19-- Job No. Permit No: Client. GRAMOR DEVELOPMENT INC Project. FANNO CREEK APARTMENTS— Address: .— 12572 SW MAIN ST T IGARD OR Contractor: — VANS — �_�----- --Sub Contractor: .,—,------ -------�.---------------- + LONFSTAR NORTHWEST 060 156887-12 Concrete Supplier: _� Truck No. _ _ Ticket No. Cast By: B • 0 'CONNOR Y Cu.Yds._ Load No. _ OVERCAST W/RA T N Weather: 5y — — _— _ _— Temp.High:..—____ Temp.Low: 29 Location of Placement: GARAGE SLABS ON RUTI_DINYG #2 AND #3 Teat Time 20---------.Concrete temp: 60 Strength Requirement: 3500 _ — _ PSI @_ 28--days SI mip_�1_/'�,_Cement Type Mix No./Nr Sacks— 0234 Air Content._ Max.Aggregate 3/4 yi MICRO FIBER "pry,+� Admix.Amount— — Brand -- _Admix.Am unt Set Teat @ Register Date Date Unit Total AUnit Report Area No. Days Number Recd T est Wt. Load PSI No. ;; 1 _ 7 2644 11 /19 11/25 70,341 28 .27 2490 57 28 2644 _ 11,/19 12/16` 28 .27 - - 28 2644 11/1.9 12/16 8 .27 HOLD 2644 11/19 8 .27 1� Remarks. cc:CITY_OF T 1 CARD_ _ KEYWAY NATIONAL CORPOPATION — '__ �— Information contained herein is not to be reproduced,except in full,without prior authorization from this office. hey ti, , 4• Construction Inspection Related Teats 4 Carlson Testing, Inc. 6 X 12 CONCRETE Box 23814 REPORT OFTEST SPEC_ IMEIVS P.O.Tigard,Oregon 97281 } ASTM C172 t-, TM C"iii Phone(503)684 346(, Method of Sampling: -___ _ �. Method of Testing: ._—____ —___ FAX N 684-0954 11 Date Molded: —.__.__� /18 . 19_ ��3 Job No. Permit No: Client: GRAMOR DEVELOPMENT INC � � ----- FANNO CREEK APARTMENTS ` Address: 12572 SW MAIN ST T I GARD OR I ContractorKEYWAY NATIONAL CORP. VANS CQgCRETE Sub Contractor. I, ONFSTAR NORTHWEST 060 156887-12 Concrete Supplier: __ —_ _ _-- Truck No. __ —_--—__Ticket No. Cast By: __ 8 • O 'CONNOR -- Cu.Yds. Load No.`i OVERCAST W/RAIN 59 29 Weather. Temp High:.....---,- Temp.Low: y GARAGE_ SLABS ON PUILDING 02 AND tt"i Location of Placement: a Test Time -�--20-----------._.__.-._Concrete Temp: -_---.F�_._-_- ------ 3500 2P 5 1/2" 1 Strength Requirement: ___-- �_ - PSI(a).__ days Slump __Cement Type------- i 02 Mix No./No.Sacks-- 34 Air Content-------_ .__ — _ —Max.Aggregate 3/4��_ { Admix.Amount: ___. MICRO FIBER—Brand'— Admix.Amount: Brand:_—_— ._ Set Test C Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. I 7 2644 11/19 11/25 }I— 70,341 28 .27 2490 57 28 2644 11/19 12/_16 i 116,210 28 -27 4110 84 282644 11/1 12/16 11.1,490 28 .27 3940 84 HOLD 28 2644 11/19 12116 113,880 28 .27 4030 84 i' cc :CITY OF TIGARD _ i Remarks: KEYWAY NATIONAL CORPORATION a Information contained herein is not to be reproduced,except in full,without prior authorization from this office. ry, , Construction Inspectton&Related 'rest-s Carlson Testing, Inc* 6 X 12 CONCRETEP.O. Box 23814 REPORT OF TEST SPECIMENS I igard,Oregon 9728, Phone(503)684-3461 Method of Sampling: ___ASTM C172 Method of Testing: ASTM C-49 FAX#684-0954 CP_905P Date Molded: Job No. Permit Nu: GRWIOR DEVELOPMENT INC Client FANNO CREEK APARTMENTcS Project: Address: -.-. 12572 SW-MAIN .ST -TIGARD OR Contractor ____ KEYWAY NATIONAL CORP . Sub Contractor. BTDELL CONCRETE LONESTAR NORTHWEST 116 1569"36 Concrete Supplier: Truck No. Ticket No. WARFTELD Cu.Yds. 10 - . Load No.Cast By: F,9 OVERCAST — Temp.Fligh: Temp.Low: 7(, Weather: GARAGE SI_A9 AND WAI-L. RUII_ DT NG Location of Placement: ---------- Test Time ---Concrete Tempi 3'50029 4" Strength Requirement: PSI(u) days slump —Cement Type 02263/4 Mix No./No.Sacks Content ----Max Aggregate MICR MESH Admix.Amount: —_Brand: -- Admix.Amou -,------Brand Unit Report Set Test @ Register Date Date Unit "'al Area PSI No. No. Days Number Recd Test Wt. Load A 7 2645 11/19 11 /2E66,880 28 .27 2370 —5.5 B 28 2645 11/19 1.2/1.' 109,210 28 .27 3860 -85 C 28 2645 11/1.9 12116 100,310 28 .27 3550 85 D HD 28 2645 11/19 12/16 105,240 28 .27 3720 85 Remarks: cc,CITY OF TIGARD KEYWAY NATIONAL- CORPORATION 3500 PSI MIX IS SPECIFIED FOR SLABS CONTRACTOR ELECTED TO PLACE 3000 PSI mill Information contained herein is not to be reproduced,except in full,without prior authorization from this office. '�,,.,a..�,•,..F: ::...""'"�"""ww � .�« t^ y�Y�q�� Cvn..truce►on�jInspection Cil Related'Teat9 Carlson Testing, Inc.. 6 X 1.2 CONCRETE c P.O. Bcx 23814 REPORTOF TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: _ASTM 0172 Mathod of Testin ASTM C34 FAX q 684-0954 Date Molded: _______ 11./17 —. 19- 93 Job No. CP-9058. Permit No: Client: GRAMOR DEVELOPMENT INC. Project: .-__.__ FANNO CREEK APARTMENTS Address: 12572 SW MAIN ST T I GARD OR Contractor: ___KEYWAY NATIONAL_ CORP . Sub Contractor: VAN 'S CONCRETE Ccncrete Supplier: LONESTAR NORTHWEST _ Truck No.______7116 Ticket No. 156854,____ Cast By. _ M . LARSON _ _Cu.Yds._._.. 9 Load No.1 f Weather: ----__-- RAIN _ -- Temp.High:. 59 Temp.Low:.----30 Location of Placement. STFM WALLS FOR RECREATION BUILDING AND GAZEBO Test Time 1 '50 Concrete Temp: 66---., Strength Requirement: — 3000 PSI @ 28 days Slump 5 * Cement Type 1 Mix No./No.Sacks 0226--.--.----Air Content_ 2 .2% —Max.Aggregate 3/4 _ W/AEA ---_ - ._ ____._ Admix.Amount:�_ Brand . _Admix.Am lint:� Brand._ Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. J—Load PSI No. 72630 11/18 11124 94,763 28 .27 3350 53 28 2630 11/18 12/1E 8 .27 28 2630 11/18 1.2./1'" 28.27 HOLD 2630 11/18 8 .27 Remarks: gc_:-CITY OF KEYWAY NATIONAL CORPORATION Information contained herein Is not to be reproduced,except in full,without prior authorization from this office. Coitstruction Ins(x-ctr:on f Related Te.•t-+ Carlson Testing, Inc. iEPORT OF 6 X 12_ CONCRETE TEST SPECIMENS P.O. Box -_-_---._.__ --___-_— -- Tigard,Oregoonn 97281 Phone(503)684-346. ,Aethod of Sampling: ASTM 0172 Method of Testing: A`�TM C3q —_ FAX N 684-0954 Date Molded: __1 1/17 _ _ 19- 93 Job No. CP-905£ Permit No: _.. ._. Client: ____ GRAMOR DEVELOPMENT INC G Project: FANNO CREEK APARTMENTS ' _ Address: 12572 SW MAIN ST TIGARD OR Contractor. __— KEYWAY NATIONAL CORP . Sub Contractor: NIDELL CONCRETE Concrete Supplier: .LONESTAR NORTHWEST 7116 _.TicketNo -_. 156854 _.._ Truck No._ Cast By: -- M . LARSON-- ---__—__a.Cu.Yds.- -- --_..-._----_--Load No.1 —�-- Weather: _____ RAINTemp.High:__.�' Temp.Low. —_3_0—_-- - Location of Placement: STEM WALLS FOR RECREATION BUILDING AND GAZEF30 � Test Time.1 50 .. Concrete Temp Strength Requirement: __ 3000 PSI @_ 28 days Slump_�' * __--- Cement Type I- " Mix No./No.Sacks__.—_—_ 0226 Air Content 2 .2% Mex,Aggregate___ 3/4 Admix.AmounC______ __.____.___-.____BrandW/AEA _ —Admix.Amt tint: Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. 7 2630 11/18 11/24 94,763 28 .27 3350 53 28 2630 11/18 12/1 127,490 213 .27 4510 81 28 2630 11/18 12/1 126,160 28.27 4460 81 HOLD 28 2630 11/18 12/15 124,610 28 .27 4410 81 Remarks: _CC:Q 1 T SLF T I GARD ___ ___— - KEYWAY NATIONAL CORPORATION A f * SUPERi1fIENDANT WA-S-dQT1F.1E )-- _JF_-SLUMP_ ... . .-----------_.._.------_..--- - .i s Information contained herein is not to be reproduced,except in full,without prior authorization from this office. r ,I Catistruction Inspeaton( Related Tests Carlson Testing, Inc. a y, REPORT OF P.O. Box 23814 �p �� TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: -_ASLq_L17 _-_�� Method of Testing: _-_—AN_. 9 FAX fr 684-0954 Date Molded: _ - 11 115 -_, 19 Job No. _ CP -3D5t3 Permit No: - - -__- Client: GRAMOR DEVEI 'QXF-,NT_4i ------- —._.. _._- - ------- - k' Prosect: it Address: > >r;7:2 St-t MA I N S r_T-I FiAf Contractor: 1Ca,1AY- __.__-._. Sub Contractor: ' C{ (✓ -E-_---__ .___---_____ __------ f,' . '1 tY Concrete Fippller: I ONESIAR NORTHIJEST _- Truck No. ______Z.f]51___. Ticket No. Cast By: --- M 1 ARS.fl.pL_ --.___--- _-- Cu.Yds.--_-14--_—. —__Loa(]No.2 Weather: __ RAIN _____ �_—__.___.._� Temp.High:—64_.__ _- Temp.Low 29ti Location of Placement _SLAP- ON GRADE_BU I n T �(G GARAmE F'IlIl.T_1NCaS_ R J T t D_I_N Ci_-##;3_ _ Test Time ,.$ 1 _—Concrete Temp: „ Strength Requirement: PSI Cagy days Slump.-5i- Cement Type Mix Nol No.Sacks 0226 Air Content___.-_____.__.____®_�.__,--_-Max.Aggregate-_ 3 L4 Admix.Amount IBER MESH-.Brand W/AEA -------Admix.Am unt:— -----Brand,qQ-T.. WATER—_-___ Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. load PSI No. _215 Z 1 __l l/ F_ 11/ - --'`5 " _� 9 _ 28 2571 11/16 1211 _ _-- 28 .27 28 2571_ 11/16_ 12/13 HOLD 2571 11/16 28 .27 Remarks: -- c r I Z_Y-_QF_1 I GARB — KF..YWAY NATIONAL. CORPORATION COKLTA('TQR--WAS NOTIF rED QFZ at t Information contained herein is not to be reproduced,except in full,without prior authorization from this office. 6 va Ono U y' Af. fl r4 `✓P ^ ,sem„ Construction Inspection d Reta" 1':,stc Carlson Testing, Inc. REPORT OF6 X.....1 2 CQNrRETF TEST SPECIMENS P•0.Box 23814 Y_--� Tigard,Oregon 97281 Method of sampling: _ ASTM ('1122 Mathod of Testing: Phone(503)684-3460 . ASTM-L-3� _ FAX#684-0954 Date Molded: —.—_1 1 /1 5, . , 19`3Job No.--(-P- 90_9_$ Permit No: _- -- - - Client __ GRAMOR DEVF OPMERJ IN t Project: EALYNQe�E.EE1�ArsARIM�NT�, ka t1R w ` Address: 'i — 1 ? 7"' SW MAIN SL_ �T I GARr) ') ' Contractor: ,-NATLONAI ___.___Sub Contractor_ RTf)FI I C:ONCRIETF Concrete Supplier � �j��TcTruck No._. Ticket No -_.-__14.026__14 'y. Cast By: _ --G_-SIASCki _ Cu.Yds. ------Load No.1.----------------- ; t.• Weather. Temp.High: 6_4 1 ernp Low: Location of Placement: -E-Q-Q11NG5F C1R R� _I. NJAL—_ 3U—I1 D T k' P�_AI1[ZG9BA.CiE..`i�_.ALI�14—---- ------ r , tL<; Test Time—1-2- 18 Concrete Temp: Strength Requirement: PSI Cirs Sum . day p l =- —- - - Cement Type }3. Mix No./No.Sacks022AlrContentMax.Aggregate3/4 Admix.Amount:--___ —Brand W/ASA ___ Admix.Amount:_ __—T-____-.___erend:HOT�WATER Set Test @ Register Date Date Unit Total Unit Report No. Days _ Number Recd Test Wt. Load Area PSI No. + _ --- — --- �; r" .27 3 6-9 0, 49 _ r , _ 28 2572 1 1/16 1,2111 28 .27 28 2572_ 11 /16 12/1 a 28 .27 LI 1 Remarks: N KEYWAY NATIONAL. CORPORATION �Fyy[ Information contained herein is not to be reproduced,except in full•without prior authorization from this office. A a _w.a+:w.a+rrwtoWr4A9r�y ut,• x, "' r J n t° tri ry , r Construction Inspection Related 'Test Carlson Testing, Inc. REPORT OF 12 CONCRETE TEST SPECIMENS P.O. Box 23814 Tigard,Oregon 97281 r , Method of Sampling: ASTM C 1 72 Phone(503)684-3460 i P g --- - Method of Testing: ___ ASTM C3oi_ FAX p 684-09,54 a Date Molded: 1 1/15 19 93 Job No. CP-90563 --_— Permit No: Client: GRAMOR DEVELOPMENT INC Project: FANNO CREEK APARTMENTS '2572 SW MAIN ST TIGARD OR ' Address: �1 ------------------- ------------- ___�_. �,' ° Contractor: VANS --- ----- —___Sub Contractor: B I RDELL CONCRETE Concrete Supplier: LONE STAR NOR,HWEST 0,'11159419-15 —. Truck No._ ____Ticket No. Cast By: ___ S. STASChi —_Cu.Yds._ 10 Load No. 1 — Weather: . _- .--_ —RA T N g (,q f Temp High:— Temp.Low: i Location of Placement: FOOTING BUILDING 13 �`- - - --- rest Time .12 50 Concrete Temp: 60 Strength Requirement: 3000 PSI 28 _da Y•s Slum T $ I I e^ p— Cement Type Mix No./No.Sdcks_._ 0226 _ Max.Aggregate-- -314 " Admlx.Amount:_ W/AEA Admix.Am unk�------.Brand: Set rest @ Register Date Date Unit Total Area Unit Report— _ No Days Nun ber Recd Test Wt. Load _ _ PSI No. j III _-`7 2E-73 11/2 268 ,976 -- -�-- — — 0440 50 28 — 2573 11/22:t12/13 —v 28 .27 _ 28 2573 11/2 12/1 --- - 28 .27 Remarks: __sr_ _S_jTY(ZE IIGARD KEYWAY NATIONAL COPPORATION Information contained herein is not to be reproduced,except in full,without prior authorization from this office. r , ',AlS Lt41a: , Construction Inspection Cl Related 'Ce-ts Carlson Testing, Inc. REPORT OF__4 v-, -OQN�RF- __ __ TEST SPECIMENS Tigard,O egon814 97?.81 Phone(503)684-3461 Method of Sampling: _._ ._AS TJ#-I_'..1.7 .-- -- Method of Testing: _ ASTM rig-_-._____ FAX #684-0954 'll Date Molded: 5 - . 19—3 i Job No. C P•-'4 a Permit No: Client . G AMOR__DE-V1;1OWM N! TWCI -- --- -- ---- W;: Project: _ FANp1A.....CRJ=�_�k Address: --T-4-4AFtC->-AR 12�7�t- Contractor: -- KEYWAY -NAT-10NAl C QRP Sub Contractor: VANS_CC4AICRr=T.F. _..--_-._---- Concrete Supplier: I ONE Truck No..--_ 7051 _- Ticket No.______-1 Cast By. _— —M_—LAP` DN ,__ —_ Cu.Yds._ 1 n Load No. 2 Weather Temp.High:.-64 _Temp.Low: �9 Location of Placement: izLAB ON GRADE R.0 II DING #3. GAP-AGF_ F0-0.T T Nt 5 Rl 11J)T G 3t'3_— Test Time 8: 1 5 Concrete Temp: b a __- Strength Requirement __:QUO PSI @.- 28 -days Slump 5" * _Cement type_S.—___ _ �r Mix No./No.Sacks 0226 .-- Air Content ----.-.Max.Aggregate Admix.Amount:.— FIB R E5H_ .._.BranAdmix.Amount: _ __erand:HUT' WATT Set Test t? Register Date Date Unit Total Area Unit Repoit No. Days Number Recd Test Wt. Load PSI No. r _ 7 2571, _. 11L -_--- 62 .648 _ __. 2 .27__ ZQ _ 48___�_ 97,433 3450 75 28 2571 11/16 12/1 ' 8_-2 7 28 2571 11/1 12/13 97,987 28 .27 3470 75 HOLD 28 2571 11/1 ��3_ 95,495 .. 2827 3380 75 Y I Remarks: KEYWAY NATIONAL CORPORATION -�AITAtsIOF�'--':JQra--J�I�I-T-��=-I-!✓C�--11F--�.1 �IMGJ ' Information contained herein is not to be reproduced,except in full,without prior authorization from this office. v .,.Ucee�myRw+t?�K+NNAIfIsuPr++a%�. . . lor 1111 Bill am qq. 1 1 i � bldg`�ii'��a0.'Id�'Y�.9���1y�1k�k�;9�•�`�'TK�^�'T��� Construction Inspection M Related Cests i Carlson 'Vesting, Inc. P.O.Box 23814 R_PORT OF 6 1 12_i'ONCRF-TFTEST SPECIMENS Tigard,Oregon 97281 Phone(503)684•346G Method of Sampling: _. ASTM C 1 72 Method of Testing: __ CTM C-19 __- FAX#684-0154 Date Molded: ___--.-U/15_.. , 19—93 Job No. CP-905. Permit No: _ Client. ____.SRAMf1RUE E_ 0PMEN INC Project: EANN _SBE.EIS__AP_IR.TMENTS Address: -.-MAIN ST T I GARD Q$-_._.__ Contractor: Sub Contractor__-BIDE I I CONf.RE_TE Concrete Supplier, —t QNE 'TAR NQR_T_1AWEST __— Truck No._.._ _1II4__— Ticket No.—.-.14522E-14-- Cast 4-Cast By: Cu.Yds.--_----_ .._-.__----- Load No. 1 --__ _ _------- Weather __.._..... _ ---EA Lh1--_--- — - -- Temp.High:_64—_ ..-Temp.Low: --- Location of Placement: FOOTINGS--FOR B CREAT TONAI 8UT_LD TNG. AND_GARAGE S Test Time 1 2: 18 Concrete Temp: 67 Strength Requirement: _.. 30 7�____.-____ ___ PSI Cgs—219- - days Slump_3 _—__— Cement Type Mix No./No.Sacksn6Air Content —___ __Max.Aggregate_3/4 Admix.Amount: Brand W/AEA _ --Admix.Am unt: -- -.--._--Brand:HOT WA1 ER ! Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. Z 2572 11/16 49 28 � 2572 1 141,550 � 28 .27 50 6 _28 2572 11/1 _ 12/1 143,070 28 .27 5060 76 i i f Remarks: _._cca C T Y QE—T-LGARn __-____._-- KEYWAY NATIONAL CORPORATTON Informaiion contained herein is not to be reproduced,except in full,without prior authorization from this office • n ;.` Construction Inspection M Related Tests M Carlson Testing, Inc. REPORT OF_6 X 1;1 C'ONCRE TF TEST SPECIMENS P.O. Box 238 14 -- - -- ------- --------- - Tigard,Oregon 972.81 Phone(503)684-3461, Method of Sampling: _ ASTM C:1 72g: ASTM C3� FAX N 684-0.-154 Method o1 Testing: __- -__ __ Date Molded: 1 1./15 - , 19 -_-'23 Job No._ CP--)O',7)8 Permit No: Client: GRAMOR DEVELOPMENT INC Project: . FANNO CREEK APARTMENTS Address: - 12572 SW MAIN_ST TIGARD OR Contractor —..___ VANc. Sub Contractor VAN:S CONCRETE - Concrete Supplier: _ LONESTAR NORTHWEST ^_ TruckNo.-_.___.0131 Ticket No. 159419-15 Cast By: _ - _S .•. S TASCH Cu.Yds.---._._- to _.--__-Load No..1_- Weather --- - - - RAIN .---- - — -- -- _ Temp High: -/ - ---- Temp.Low:— 29- a Location of Placement. F, -BUILDING 13 - ------ -_� __-- Tcst Time 12: 50 Concrete Temp: 60 Strength Requirement: .- -300`_ 28 -da s Slum 4 T & I I Y F -- Cement Type_ $ Mix No./No. .-__ 0226 content_-__ ___- -_ ----Max.Aggregate- 3/411 4, -------- -- Admix.Amount: W/AEA Brand--.— Admix.Amount:- —Brand:- Set rand:-Set Test @ Register Date Date Unit Total Unit Report No. Days N ember Recd Test Wt. Load Area PSI No. _III 7 2573 11122 11122 - 68 ,976 28 .27 2440 50 - 28 _ 2573— 11122 12/13 97120 _ 28 .27 3460 77 r 28 2573 11122 12113 93,577 _ 2g_-27 3310-_._.._ ..___ 77 _ M Remarks: cc:C I LY_4E T1G8F3,2- KEYWAY NATIONAL CORPORATION Information contained herein is not to be reproduced,except in full,without prior authorization from this office. ---..�+�.w.�.;...7�.. - ::.:..,.;,wiNsix+!(tr'lN'�M1rel°.1�tiM�lYflk' e+�t+rer...a.,..,. ..._. ' `+`�:s��'e'L�Y�°k�Cr fit' +•�� ��� r r Constniction Inspection& Related Teats r Carlson Testing, Inc. a.f X 12 CONCRETE TEST Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97281 ASTM C:i.? ' Phone(503)684-3460 Method of Sampling: _ ` Method of Testing: ..__ ASTM C:�9 — FAX M 684-0954 11!11 9 CP-9058 Date Molded: --' 19_—_ Job No. Permit No: __- GRAMOR DEVELOPMENT INC Client, ProiP^,t: -- FANNO CREEK APART MEN T S �_ 125-72 :+Al MAIN ST TI[,ARD OR Address: KEYWAY NATIONALCORP.. Contractor: --Sub Contractor: _- LONESTAR NORTHWEST 070 1 Concrete Supplier: 159093-15_ _ __. Truck No. No._ Cast By: -- T. WOOLF._____. _._Cu.Yds. __.. _1 0 Load fVd. Weather: __—_` [)brE ROAST — --- ---_.– --- Temp.High: 59 _—Temp.Low:_�25_.—_ TEM WAl_L S AT GAJ AGEFOR BCl-IL DING #11 AND STEN WALLS BUIL DING Location of Placement' _ _ ��— #12 ------ Test Tim OV.___._--- --,___—__ - Concrete Tem 64'---.- 3000Strength Requirement: PSI @28 34da a Slum �-- --Cement TyIA_.._.__. N Mix No./No.Sacks— 0226 .----Air Content v� Max.Aggregate 314 Admix.Amount: _ --_-Branw/AEA --Admix.Am unt Brand: Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Rec'd Test Wt. Load.—4 PSI No. I _ 2523 11112 11/18 68,857 2 .2,7 2440 44 28 2523 11112 12/09 2 ,2.7 --- 28 2523 11./12 12/09 2 R, 27 HOLO 2523 ---- 11/12 2q,27 Remarks: �.G.LT-X_GlF_..FI1aAf�l� -- -- -- _ KEYWAY NATIONAL CORPORA T ION laNTRACTAR-l+lA1 .P or St j Mj --ANl2--41)AFA -4-44P OR 41-1 Alal ,­oF Information contained herein is not to be rep-oduced,except in full,without prior authorization frorn this office. .. .,r,....:" �. _ Construction Inspection Related'festa Carlson Testing, Inc. 6 X 12 CONCRETE P.O. Box 23814 REPORT OF - TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 STM 0:.1.72 -_ Method of Testing: ASTff C39 FAX q 684-0954 Method o1 Sampling: A _ — - S -------- --- � pa. � Date Molded: -- 11/11 19 9`� Job No. CP- 058 Permit No: - - -- - -- - -- -- - Cf. GRAMOR DEVELOPMENT INC. Client: . Project:_ F AMNO CREEK APARTMENTS 12572 SW MAIN ST TIGARD OR ' Address: Contractor. _ VANS _ BIROEL L CONCRETE Sub Contractor: LONESTAR NORTHWEST 71r?i T 157143 ��'tttslt Concrete Supplier: ruck No._ — Ticket No. _ I„ Cast By: K. THRALL —---�-_-_Cu.Yds.-_.a load Nd. OV ERCAS T -- -- --- - Tem .Hi h: Temp,Low: _ Weather. r'f Location of P acement tflL DING #a 2 S TEM WALLS �__ r � ' t.:' r - Test Time1.;1 5 Concrete Tem--'--- p �r. Strength Requirement: �__?OOO —__ __- �.._....__PSI @_28 _days Slum f1'" __-__ __ Cement TypE 0226 3i- Mix No./No.Sacks_ ��_..____._T Air Content--_�___. _.____.-_- .Max.Aggregate—3/-4 Admix.Amount: Brand - —.__ ._Admix.Amount: Set Test @ -Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load _ PSI No.--- 2524 o. -2524 11112 11/18 -- 75,660 2 ,2? 2680 -_45 28 2524 11112 12/09 - 26.2.7.- 2 8 .728 2SP4 11/1. 12/09 29.2.7 HOLD x'524 11/12 2 2? Remarks: -cc--'CL_IL'_-0F__£IGARD - KEYWAY NATIONAL_ CORPORATION Information contained herein is not to be reproduced,except in full,without prior authorization from this office. S'tgy ;. i i Construction Inslrection Related Teats Carlson Testing, Inc. t X 12 C'ON(-F r T f= P.O. Box 23814 REPORT OF _ _TEST SPECIMENS Tigard,Oregon 97281 7� Phone(503)684-3460 ASTM C1, A5 TM C39 - FAX M 684-0954 Method of Sampling: . — _ Method of Testing: .._...- `,r I93 CP-9058 I Date Molded: . 19-' Job No. Permit No. G?AMOK DEVELOPMENT INC Client: — -� -.-------- - ------- __._..,. FANNO CREEK K AFAR TMFN T 5 Project: 125.741 SW MAIN ST TIGARD OR Address:—.-- __-- KEYWAY N4T.TONAf_ CORP,. VAN'S Contractor: Sub Contractor -------- ---__---_. ry., LONESTAR NOR TNAIEST 070 159093-15 , Concrete Supplier: Truck No. Ticket No. Cast By: —_w `T WOC7L F Cu.Yds.--1 -------.-----..._..Load -- — _ Y: Weather -_ - OVERCAST — Temp,High: 59 ---------- Temp.Low: -25 r. Location of Placement STEM WALLS AT GARAGES 11 AND STEM WALL FOR GARAGE 12 _- -_- _ �__.-.----__----__ __-- --__-- Test Tim69'9'- --------Concrete Temp, Strength Requirement: -__— 3000 PSI @ 28 days Slump 3/4 'K Cement T iA Mix No./No.Sacks_�—____�._.__.___— ____.-___Air Content.__—_—___ _Max.Aggregate 314 Admix.Amount: — BranAFA _-----Admix.Amount Brand: Set Test @ Register Date Date Unit Total Unit Report No. Days Number Recd Test Wt. Load Area PSI No. 1 .7 2523 11/12 11/18 68,857 23.2.7 2440 44-- 28 2523 11112 12/09 102,100 2 9,2.7 3610 71 a 26 2523 11112 12109 106,230 2 .2.7 3760 71 HOLD 28 2523 11112 12/09 101,820 23.2.7 3600 71 I � Remarks: cr-r C r Tv_nF Tl.(;qRf)_-____. KEYWAY NATIONAL CORPORATION NO T 1F T FO -OF-_S1_-VW--4W 40PVP (4 0 -SAI',€ Information contained herein is not to be reproduced,except in full,without prior authorizatior from this office. r �, Construction Inspection &Related Tests Carlson Testing, Inc. 6 X 12 CONCRETE P.O. Box 23814 REPORT.O_F ___ __ TEST SPECIMENS Tigard,Oregon 97281 ASTM C1 72 ASTM Cj 9 Phone(503)684-3460 Method of Sampling: Method of Testing: FAX#684-0954 t. Date Molded: 11/11 19.9-3-— Job No. CP-9058 Permit No: GRAMOR DEVELOPMENT INC Client: Project.. FANNO CREEK APARTMENTS Address: 125.72 SIV MAIN ST TIGARD OR S Contractor: VANS VAN ISub Contractor ---- Concrete:;upplier: L ONES TAR NOR THIAIF,53 T Truck No. 7121 --Ticket No.15 9143 Cast By. K. THRALL Cu.Yds. 9 Load N4. Weather OVERCAST Temp.High: ti9 ---Temp.Low: 25 Location ofillacementOtIlLDING #12 STEM Test Timel 1- Concrete Temp: Strength Requirement: 3000 PSI(rf) '?R days Slumo '. Cement Typi Mix No./No.Sacks— 0226 .------Air Content Max Aggregate_314 Admix.Amount: Brand _ Admix.Arm unt-________ Brand Set Test @ Register Date ^ Date Unit TotalUnit Report No. Days Number Rec'd Test Wt. Load Area PSI No. II .7 2524 11112 11/18 75,660 213.27 2680 45 2S 2524 11112 12109 112,970 6.2.7 4000 72 28 2524 11112 12109 11.1,980 29.2.7 3960 72 HOLD 28 2524 11112 12/09 111,140 29.2.7 3930 Z2 Remarks: jr—C.:CTTY OF IGARD KEYWAY NATIONAL CORPORATION f. Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Constructiort Inspectton iI Related"Tests `j 1 Carlson Testing, Inc. Y 12 CONCRETE_ P.O.Box 23814 REPORT 01t'— _ TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-346tr Method of Sampling: ASTM C1 Metho,'of Testing: .._____AS TM C39 FAX #684-0954 " 11/1 V 9 CP 9OSR r Date Molded: �._ _ _, 19_ Job No._�_� __ Permit No: Client: GRAMOR DEVELOP.MFNT INC Project: FANNO C'REE'K APARTMENT. i _ i Address: 125.72 SW MAIN ST TIGARD OF VANSBIDELL .CONCRETF' Contractor: _ ..----.--Sub Contractor: Concrete Supplier: _L ONES TAR NORTHWEST _ Truck No. 114 --------Ticket No.__156,526-12 __._.__.._. Cast By- __ J. RRYANT Cu.Yds. 100 Load NO ! s, Weather. _._.._______�_�_ OVERCAST T - _——� Temp.High: �'O _ __--Temp.Low: _29 ' B(r,IL0ING t9 FOOTING,~ Location of Placement. Test Time] 20 _. Concrete Temp: 56 Strength Requirement: Y`_3000 PSI @ ��� days Slump! 112 -Cement Type Mix No./No.Sacks — 022'5 Air Content ---Max.Aggregate Admix.Amount:_____—Otani EA .Admix.Am unt: .—_Brand: Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Rec'd I Test Wt. Load PSI No. II 7 -249 _ -- 11/11 11/1.7 67,730 29.2.7 2.400 TM 42!- ' --- 28 2492 11/11 12/08 1 105r540 ___-- 29.27 3 739 _70_ 28 2492 11/11 12/08 104,_51Q 29.2.7 HOLD 28 2492 11/11 12/08 2 .-,L,7 _37_601 Remarks: .C.jci_C1_ .__QF KEYWAY NATIONAL CORPORATION Information contained herein is not to be reproduced,except in full,without prior author zation from this office. i Construction InsPect'on&Related Tests Carlson Testing, Inc. REPORT OP`' Y 12 CONCRETE TEST SPECIMENS P.O. Box 23814 Tigard,Oregon 97281 Method of Sampling: ASTM Cl,,-rl Method of Testing: AS TM C-39 Phone(503)684-3460 FAX N 684-0954 Date Molded- 19. 22 Job No. CP--9098 Permit No: Client: GR4NOR. DEVELOPMENT INC--- Project:—FANNO CREEK APARTMENTS AAdress: - 1215.72 SO MAIN S T—TIGARD OR Contractor: VAN,,; Sub Contractor: BIDELL (Y)NCRETE Concrete Supplier. LONES TAR NORTHWEST Truck No. ,56505 Ticket No. 1 cast By: —tf& LARSON Cu.Yds. 5/90 Load N4. Weather: OVERCAST Temp.High: 60 Temp.Low:29 Bt1IL01NC, WALLS AND BUILDING #6 00 TINGS Location of Placement: Test Concrete Temp: 65 Strength Requirement: — -4000 _.__days SIum04-'—' .1------Cement Type MixNo./No.Sacks 0226 ------.Air Content -egate ----Max.Aggregate Adrr'x.Amou t:-- -----Brand*— -Admix.Am, _Bran Set Test @ Register Date Date Unit Total Unit Report No. Days Number Rec'd Test wt. Load Area PSI No. .7 2491 1111.7 88,989 92-2.7 3150 41 Register e Number Recd jj/ _I ;714 2-191 11/11 12.1o8 1.26,480 2 .2.7 4470 69 28 2491 11/11 12108 124,010 2 .27 4390 69 HOL D 28 e?4 91 11/11 12/08 124.860 2.7 4420 69 Remarks: cC----'C-t—TY—QF—T-IQ4R.Q KEYWAY NATIONAL COi','POR4TION 5-2-12ALL ONS OF—YAT—ER—ADDED .T.)(rD CEMENT. REMIXING RAL L 1; OF (INN WAS DONE SEVERAL TIMES Information cortalned herein Is not to be reproduced,except in full,without prior authorization from this office. ............................. .................... .......... .... ................ ...... 4i3iMN11GfIYiW�K1�iCid6a �'•l�,N�'1R'�4��1'+1F�R Constmaion Inspection&Related Teats Carlson Testing, Inc. K 1�' CONCRETE P.O.Box 23814 REPORTOO _ TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Metho� sampling _.ASTM C1.?�' Method of Testing: ASTM C39 _ FAX ff 684-0954 Date Molded: 11/10 _ 19 19 ` 3 Job No. CP-9058 Permit No: Client: GRAMOR DEVELOPMENT INC. Project FANNO CREEK APARTMENTS Address: 125.72 SW MAIN ST T I GARD OR Contractor: VANS _ __— Sub Contractor: BIRDEL L CONCRETE Concrete Supplier: LONES TAR NOR THWFS T _ Truck No.—114 Ticket No. 1,5652 6-12 Cast By: J RRYANT _Cu.Yds.____ vL�_._ Load NbP Weather: OVERCAST _ Temp.High: !'T____.__ Temp.Low: 29 Location of PlacementSUIL DING 0 FOOTINGS i Test Timel Q_ Concrete Temp: 56_ Strength Rnquirement _ 3000 _ PSI @ 28 ___days Slump- 1 1�� Cement Ty4— M 1 Mix No./No.Sacks—_ 02G� _. Air Content _Max.Aggregate=��4 Admix.Amount --Bran E4 Admix.Am unt:_ —_Brand: Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Rec'd Test Wt. Load PSI No. II 7 2492 11/11 11/1.7 67,7302 ,2' 2400 421 28 24 92 11/11 12,,"08 29.2.7 a — _2&_____2492 11/11 12/U8 _�— 2 q.2.7 HOLD 2492 11/1.1 2 27 Homarks: c:r-:rTTY OF KEYWAY NATIOI rAL CORPORATION Information contained herein is not tc 1-1P rPnrnduced,except in full,without prior authorization from this office. Construction Inspection&Related Tests Carlson Testing, Inc. P.O. Box 23814 REPORT X 12 CONCRETE' TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: ASTM Method of Testing: ASTM C-39-1--- FAX#684-0954 Date Molded: 11/10 --, 19 2 — Job No. CP-'9058 - Permit No- Client GRAMOR DEVELOPMENT INC Project: FANNO CREEK APAR TMEN TS Address: 125.7,- SW MAIN ST TIGARD OR Contractor. — VANS r BIRDELL CONCRETE — Sub Contractor:- ---- Concrete Supplier. LONESTAR NORTHWEST Truck No. 116 —Ticket No.-156505 ...... Cast By: M. LARSON Cu,Yds. -5/90 Load N4. Wriather: OVERCAS T — Temp.High: 60 Temp.Low: 29 Location of Placement:BLULDING #9 WALLS AND igurLDING #8 FOOTINGS Test TimeT'2Q----Concrete Temp: Strength Requirement: 3000 PSI(6) 28 __days Slump'4 "----------Cervient Typl--- Mix No./No.Sacks 0226 Air Content —Max.Aggregate 314 Admix.Amount: --Brand ---Admix.Am4 unt Brand:— Set Test @ Register Date Date unit Total Unit Report No. Days Number Rec'd Test Wt. Load Area PSI No. .7 2491 11/11 1111.7 88,989 2 q 2.7 3150 41 asst 263 2491 11/11 12108 29 2.7 28 2491 11/11 12108 2R.2.7 HOLD 2491 11/11 29. 2.7 "V Remarks: -c-C-':CITY OF TIGARD KEYWAY NATIONAL CORPORATION (15) GALLONS OF WATER AP-Oft) HAVE MANY BALLS OF CINMIXED CEMENT. REMIXING WAS DONE SEVERAL TIMES biformation contained herein Is not to be reproduced,except In full,without prior authorization from this office. .................. Construction Inspection&Related fests Carlsoo. Testing, Inc. REPORT 0.16 .X12 CONCRETF- TEST SPECIMENS P.O.Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: . AS TM Method of Testing: AS TM C39____ FAX#684-0954 Date Molded: 11209 19--,93— Job No.CP-9058 Permit No: Client: GRAMOR DEVELOPMENT JTNC Project: FANNO CREEK AE64.RLMIENLLS_ Address: 12572 SW-HAIN ST TIGAR01 OR Contractor: KF-YWAY NAT10NAL ---Sub Contractor: Concrete Supplier: L0NEST4R NORTHWEST Truck No. .711,7 __Ticket No. 1 96402 Cast By: M. LARSON Cu.Yds. 10 Load Nd. Weather: S t INN Y Temp.High: Temp.Low: Location of PIaceme4?L1IL DING #2 GARAGE SLABS Test Time"-4 Concrete Temp: Strength Requirement: 00 2 —35 8 PSI@ .....days Slum da Cement Typ4_______ M i x No./No.Sacks 0234 --Air Content 2.9* Max.Aggregate--3/4 Admix.Amount ---Bran "EA Admix.Ami unt: --Brand: Set Test @ Register Date Date Unit Total Unit Report I No.)t Days Number Rec'd I Test Wt. Load Area PSI No. 1 .7 24.75 11/10 11116 83,887 2 1? 27 2970 39 28 24.75 _11 /10 1210.7 2 ,2.7 28 2475 -11/10 12107 29 2_7 HOLD 24.75 11/10 2. 2.7 q Remarks: e-:rrTY QE--LI.GAPD KEYWAY NATIONAL CORPORATION Information contained herein is not to reproduced,except in full,without prior authorization from this office. A Construction Inspection d Related rests Carlson Testing, Inc. Carlson P.O.Box 23814 REPOFRTOF6 TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684 46*� FAX#684-0951 Method 0 c Method of Testing: ethod of Sampling: ? 9 158 Date Molded: 1 9 Job No. Permit No: Client: GRAHQE QF_4LQjPMAENT Project: Address: 13 T Contractor: K YJAIA Y NA T.FONALSub VAN'S Contractor Concrete Supplier: L ONES T4R Truck No Ticket No Cast BY: —M. LARSON Cu.Yds..--_-1 Load Nd.,_ Weather: S(INNY Temp.High: Temp.Low: Location ofPlacementPt/ILQ_rNG #2 GARAGE Test Time'-40 Concrete Tempi 71 PSI days Slump�___ Strength Requirement: 900 Cement Typi Mi.No./N,.Sacks 0234 Air Content 2.9% —.-__----Max,Aggregate 3/4 " Admix.Amount:-- --Admix.Ami unt: Set Test(5) Register Date Date Unit Total Area Unit Report No. Days Number Rec'd Test Wt Load PSI No. 24 75 11/10 11/16 83,887 2 R 2.7 2970 39 28 24.75 1-1/10 1210.7 118,81.0 2 R•2,7 4 200 67 28 2475 11/10 1210.7 113,490 2P. 2.7 4010 67--_ HOLO 28 24.75 11/10 12/07 118,310 ..3.27 4190 67--_ Heinaiks: .CC.._,rTTY ._QE__T_LGAM2— KEYWAY NAT.TON4t. COPPOR4T.rON Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Y , 1 Construction Inispection C7 Relined'Tests Carlson Testing, Inc. 6 X 12 CONCRETE P.O.Box 23814 REPORT OF _ TEST SPECIMENS Tigard,Oregon 97261 Phone(503)684-3460 Method of Sampling: ___ ASTM C172 Method of Testing: — ASTM C39 _ FAX#684-0954 Date Molded: _ 11/04 _ 19 19 93 Job No._ CP-9058 Permit No: Client: __GRAMOR DEVELOPMENT INC Project:—FANNO CREEK APAR(MENTS Address: _ 12572 SW MAIN ST TIGARD OR Contractor. —_ KEYWAY NATIONAL CORP . Sub Contractor f3IDELL Contractor. T-- Concrete Supplier: LONESTAR NORTHWEST Truck No,__ `_l.__..__________Ticket Pio. __.158421 Cast By: _ 5 . LEACH —_Cu.Yds._____._ 10_ —_—�Load No.1 `....... �w Weather: _ SUNNY -_ Temp.High:_.60 --Temp.Low:_ 34 _ Location of Placement: FOOTINGS BUILDING #12 & #13 Test Time 7:45 --.______....._.Concrete Temp: 66.___ Strength Requirement_ 3000_ Y PSI @ 28 days Slump 4 112" Cement Type I Mix No./No.Sacks 0226 Air Content_ _ Max.Aggregate 3/4 Admix.Amount: Brand Admix.Ami unt: Set Test @ Register Date Date Unit Total Area Unit Report S No. Days Number Rec'd Test Wt. Load PSI _ No. 7 241O_____ 11/05 11/11 66,465 28 •27 2350 36 ^_A^ 28 2410_ 11/05 1_2/0 98,402 28 .27 480 65 28 — 2410 11/05 12/0 96,306 28 .27 410 65 I Remarks: cc_:CI TY OF TIGARD _^ KEYWAY NATIONAL CORPORATION Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection 6f Related Testa Carlson Testing, Inc. 6 X 12 CONCRETE P.C.Box 23814 REPORT OF TESL'SPECIMENS Tigard,Oregon 97281 ASTM 0172 ASTM C39 Phone(503)684-34611 Method of Sampling: Method of Testing: ��. _ FAX M 684-0954 Date Molded: 1.1/04 _' 19 93 Job No. CP-9058 Permit No: Client: GRAMOR DEVELOPMENT INC _ Project: FANNO CREEK APARTMEN fS Address: 12572 SW MAIN ST TIGARD OR KEYWAY NATIONAL CORP . Contractor —_ �s Sub Contractor: Concrete Supplier: LONESTAR NORTHWEST _ Truck No.— 51 ----_�.Ticket No.—__ .158421 Cast By: _ S . LEACH Cu.Yds.__-10 Load No.1 Weather: SUNNY _ J Temp.High: 60 Temp.Low: 34 Location of Placement: FOOTINGS BUILDING #12 & #13 r Test Time_7'4 h Concrete Tem 66 ' Strength Requirement _ 3000 PSI @.-28 4 1/? I____days Slump_ Cement Type Mix No./No.Sacks, 0226 Air Content — _Max.Aggregate 3/4" Admix.Amount _Brand Admix.Ami unt:_— Brand:__ Set Test @ Register Date Date Unit Tote; Area Unit Report No. Days Number Recd Test Wt. Load PSI No. 7 2410 11/05 11/11 66,465 28 .27 2350 36 28 2410 11/05 12/0 28 .27 j` 28 2410 11/05 12102 28 .27 HOLD 2410 11/05 28 .27 Remarks: ._ CC:CITY OF T I GARD KEYWAY NATIONAL CORPORATION Information contained herein is not to be reproduced,except in full, without prior authorization from this office. Construction Inspection&Related'tests Carlson Testing, Inc. P.O.Box 23814 REPORT OF 6 X12 CON(-.IRI--TF" TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: X1`"1 r1 C172 Method of Testing, (Y' I ;`tFAX#684-0954 Date Molded- 11102 - 19 93 Job No. P Permit No: Client: GRAI'JOR DEVELOPMENT INC! Project: Fi')NN() ('!"I I:K APARTMENTS Address: _ 12S*/*,1 Ski MAIN ST TIGARD OR Contractor: KEYWAY NATIONAL CORP ., Sub Contractor. Concrete Supplier: LONESTAR I NORTHWEST Truck No. OR4 Ticket No. 158191° Cast By: K . T I i:-?,)I_L- Cu.Yds. Load No. I Weather: SUNNY Temp.High: Temp.Low: 9 Location of Placement: Rt' ' ',DING It6 SLAB Test Time-t3 4 5 Concrete Temp: 3000 28 33/4" _Cement Type I Strength Requirement: PSI t�D---days Slump Mix No./No.Sacks 0226 Air Content Max.Aggregate 3/4 Admix.Amount Brand- MTCRU FIBER Admix.Am 4 unt -Brand: W 1AYA Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. 7 231=33 11/04 11/0S 73,663 28 .27 2610 33 28 2383 11104 11/3 28 .27 28 x'383 11/04 11/3C 28 .27 HOLD 2383 11/04 28 .27 Remarks: cc ("I I Y QV T I GARD KEYWAY NATI ,)Nol. (-()I:IDORATTON Information contained herein is not to be reproduced,except In full,without prior authorization from this office. 'A AM .lYY➢1-°'"""&.�.+.��""nr .u.w�"cei��?NN'+'t4w'.:fa�js:G1�•t'i'sd�,�,.. -...Yuc:&3i'"�1;,L'S9'[h77i�lilkr,d"tvw,)aC!rv11717a Constntction. Inspection O'f Related Teats Carlson 'Testing, Inc. P.O.Box 23814 R_ EPORT OF 6 X-12 CONE RI- It _ TEST SPECIMENS Tigard,Oregon 97281 T Phone(503)604-3460 Method of Sampling: A` I ft r'1 72 Method of Testing: A`" I ' l '39 _ FAX#684-0954 Date Molded: — 1 1102 19— '—i Job No, (,P_905}4 Permit No: Client: - (iRAMOR DEVELOPMENT INC: --- Project: F, NNt? .:I I:K APARTMENTS �. Address: — 126/:' SW MAIN ST TIGARD OR _— --- - --- Contractor: _ KEYWAY NATIONAL CORP , _ BIDELL CDNCRETE Sub Contractor: L.ONESTAR NOR,rHWEc1T OR4 15819'+ Concrete Supplier: _ Truck No. _-.-___Ticket No � c Cast By: K . T I I`':11-1- Cu.Yde.—7_— _..—Load No. Weather: SUNNY Temp.High:�_F'�� Temp.Low: 39 Locationof Placement: Rt' t.O It6 ,LAB 4 Test Time ' 4 c' _ _Concrete TemP - 3000 Strength Requirement: _— PSI @ 2g days Slump 3/4 _-Cement Type I _— Mix No./No.Sacks _ 0126 --Air Content. _ Max.Aggregate 3�Q r f1T1'11f1 _ Admix.AmouFIRER nt:_ Brand•-- Admlx.Am unt: Brand:--W/AEA Set I Test @ Register Date Date Unit Total Area Unit Report No. Days Number _ Rec'd Test wt. Load PSI— No. 7 23113 11104 11 /0 . 73,663 28 .27 2610 33 28 2383 11/04 11/3( 102,000 28 .27 36.10 62 28 -'38- 11/04 11/3C 101,800 28 .27 3600 62 HOLD 28 2383 1 1/nil 11/30 102,890 28 . 27 3640 62 I ! i Remarks: c c. :(' 1 I Y 01 T I GAF KEYWAY NAT 11)NAl. C 1 lI+:I'ORAT I ON Information contained herein Is not to be reproduced,except in full,without prior authorization from this office. .�,S,p 'd �tk•�.{t� a�t. 1,; ,.• �, r -1'1.r ,pk V.. dd 5A t� Construction Inspection&Related Testa Carlson Testing, Inc4. P.O.Box 23814 REPORT OF t- X 12 CON(-R(FTF _ TEST SPECIMENS Tigard,Oregon 97281 Phone k503)684.3460 Method of Sampling: 41;1 N ('t 72 Method of Testing: A�T r'3C) _ FAX#684-0954 Date Molded: , 11/01 . 19 3 Job No. LP–?t►!;,3 Permit No: Client: — E28MOR DEVELOPMENT INC Project: I-ANNO C.O.-EK MI 1RTMENTS Address: T T 7A1�'C? Contractor. - —fit EY14A VST((N!I- _ Sub Contractor: (70M.M- rE - r Concrete Supplier. 1. ON! 5-0-R Nru 'T141A/FS T Truck No._ 1 i`-- Ticket No _ a`' '4`•►_:1 P _ Cast By: r. WOOLF Cu.Yds. Load No._! Weather. SUNNY _ — Temp.High: --___—Temp.Low: Q 2 S Location of Placement: STEM BUILD i Test Time.r_"a ► ..._._---_T— Concrete Temp: Shength Requirement: — rt'r�t7 —PSI @ 1 t� days Slump Cement Type Mix No./No.Sacks o2"/_ Air Content �' _Max.Aggregate._ J14 _ Admix.Amount: Brand 1^r`nf=A Admix.Am unt: --Brand: ' Set "@Register Date Date Unit Total Area Unit Report No. Recd Test Wt. Load PSI No. 11102 111/0E 76,0.16 ,,N 2.7 2690 _ 30 1';3 2-311 ! ! ' >-' ! r i 112,910 910 28.j" 3990 60 • — - t 2 111041 11/2 114,770 28.27 4060 60 0L0 L8 -'3:1:1 .1 .1,1112 11/29 113,190 '8.2.7 4000 60 'a Remarks: e :1 TTY QF T tr;Apn K-FY144Y NAT.TONRL t:ORPORATION � y . Information contained herein is not to be reproduced,except in full,without prior authorization from this office. 1 Construction Impection& Related Cests Carlson Testing, Inc. P.O. Box 23814 REPORT OF r; X 1 -' r'ONr 'T'FTL —� TEST SPECIMENS Tigard,Oregon 97281 PhnnA(503)684-3460 Method of Sampling: /1 TM r 1 71' — Method of Testing: Ae 1.M CI-19 FAX#684-0954 Date Molded: ___ 1.1/01 ' 19—'rte Job No. Permit No: ___---.__. ..... Client: — GRAPIOR DEyE J_0P_MF "1' INC Project: _ FANNO CREEA' AFAR I MEN V 5 Address: J -)`,, 14 F:1.1 J N S T T I GAPN O OFA -- --_ Contractor: ;t"1.' Y r i'1 Y n1q f.TONAL COE'V'. __Sub Contractor. t: i Concrete Supplier. 1-nNf :'rAR NOR TNh/E5 T Truck No. Ticket No. —__15 6 o.1 7 Cast By: `-_[�//�Y Cu.'rds. Load No. Weather: SUNNY Temp.High:____i12 _----_._Temp.Low: Location of Placement: FOO 1 11 D.l N(r If9 •rr� TV_ Test Time -'= _Concrete Temp: .� Strength Requirement: _ 4)00 PSI @ �____-days Slump {!'—_—Cement Type r '� T Mix No./No.Sacks 0226 Air Content—__ Max.Aggregate— 3/4 Admfx.Amount:_ _Brand AEA Admix.Ami unt Brand:— Set Test @ Register Date Date Unit Total Unit Report No. Days Number Rec'd Test Wt. Load Area PSI No. ,s I 7 2312 11/02 11.108 94,585 ?R.:',T 3350 31 20 2312 1 1 i r7,, 1 1 137,610 ?t�.i'? 4870 59 m — - - -- 31._ 11102 11/29 136,840 28.27 4840 59 HMO 28 1 f :0,' 11/29.__ 137,110 '8.2 T 4850 59 � 9. l Y. Remarks: _cc. :1211Y Of= TIGARD R f-Yr�r�`Y NA T I(7NAL CO '0:7 V. ON L?-TO T14A4"F 1414 0a Information contained herein is not to be reproduced,except in full,without prior authorization from this office77 A . `i Construction Inspection d Related Testa Carlson Testing, Inc. REPORT OF 6 X 12 CONCRETE TEST SPECIMENS .O.Box TiTigard,Oregonon 97 97281 Phone(503)684-3460 Method of Sampling: —AS 7 rt C r 7; Method of Testing: ASTM C39-- FAX#684-0954 Date Molded: 11/01 19 ?:7 Joh No. Permit No: Client, G AtJQR DEVELOPMENT INC' Project: ._ 1 ANNO C:;;t:CK t111oPT114ENT5 _____ Address: .___ 1 •ti?�' SAI MAIN 5T T I CiAr; Construction Inspection t Related'Cests Carlson Testing, Inc. REPORT OF C, X :I CONCR T1- TEST SPECIMENS P.O. Box 23814 --- Tigard,Oregon 97281 Method of Sampling: ,<1_15TM t^1 7:' Method of Testing: ` +" =J �.— _.L_C� Phone(503)684-3460 FAX hone(503)684-3460FAX S 684-0954 Date Molded: 1,1;'0.1 ' 19 Job No._ 't�` Permit No: Client: _ T�f"1M Fi' DFLIF1 0F'M PJ J IN( Project: FANNO CREEK" AF'Af; Address: "'Al M,)JN S T 7'.1 GAf:P OFN' r _ Contractor: _ (<(:Y(t'?Y n1q l.Cf�NAL. c C1RF'. —_Sub Contractor: Concrete Supplier: LON( TAA) N0A'Tl-1(,lFST _ Truck No. 7t�,t t 15!,01:' -- — — �. Ticket No._.-..._ Cast By: (_ 06Y Cu.Yds. F(� 1_ to .__.�Load No. Weather: _ 5CINN Y — _ Temp.High:_�`T'_.. ------Temp.Low: 42 _ Location of Placement: FOC?1 1+ " '•J[1 0, ;'(; It-,, Test Time -{ 40 Concrete Temp: ;70 # ' „ Strength Requirement: 3000 PSI @�'___days Slump _� 1,,`2 Cement Type_r 'Y t Mix No./No.Sacks 0226 Air Contentl'4 _ _—.__Mex.Aggregate_.,_ Admix.Amount: Brand AEA Admix.Ami unt: —__ _ _._Brand: Set Teat @ Register Date Date Unit Total Unit Report No. Days Number Rec'd Test Wt. Load Area PSI No. 1 ? 2312 11/()" 94,585 _8.;' 3350 31 —_ 28 2,112 1 f it s" 8. ;r 11/02 11,125 '20.2.7 1 Remarks: —_C.c:C 1 T Y OF LMARD _ !<f?YIJAY NATIONAL CC) vN'-rift ON _ c Information contained herein is not to be reproduced,except in full,without prior authorization from this office. )r ii y sqr Construction Inspection 67 Related Tests Carlson Testing, Inc. P.O.Box 23814 REPORT OF 1 ONI L TEST SPECIMENS Tigard,Oregon 97281 A�.,T rl C 1 (ISTII'l CT-) Phone(503)684-3460 Method of Sampling: Method of Testing: FAX 0 684-0954 C!, Date Molded: -.—., 19 Job No. Permit No: Client: GRAMCIR DLVLLOPMENT INC Project, FANNO CRILEK, ArARTMEMP-_1 Address: 12572 SW MAIN '_� T TIGARD OR Contractor: — KEYWAY NATIONAL corzr Sub Contractor, Concrete Supplier:—L-ONESTAR N0RTIIWE1_-'F Truck No, 11914No. ----14 C C,1 Cast By: E . DAY Cu.Yds. 40 —Load No. I --—-—- Weather OVERCAST — Temp.High: 6 1-_Temp.Low:__4 0 Location of Placement: FOR NORTHWEST CORNER OF PROJECT GARAGE FLOORS SLOB ON GRADE 4 , 5 , 6 , 7 Test Time R:00 Concrete Temp: 70 7 35/J0 2 F� Strength Requirement: PSI C(t)—_days Sit imp— Cement Type Mix No./No.Sacks 02?4 —Air Content Max.Aggregate 3/4 Admix.Amount: — Bran A E A— - __AdmIx.Arn unt: FIBRE--- —Brand: Set Test @ Roister Date Date Unit Total Area unit Report No. Days Number Recd Test Wt. Load PSI No. 1 7 2304 11/01 11/0" 68,976 2R '7 2440 29 2 8 2304 11/01. 11 __104,820 29 .27 3710 58 .'8 23011 11/01 1112a 108,070 _28 .27 3820 8 _ I IOLP 28 2304 11/0 8 2 1. 11/26 105,400 3730 58 Remarks: --cc :CITY OF TIGARD KEYWAY NATIONAL CORPORATION Irl$P , LIM MAKEING TACT CY ITED TOL I ND OILY . CYLINDER, D F.[)--F—"E-r T I I A T PORTION OF CONCRETE PLACED APPROX . 50% OF LOAD t#1 . CONTR , NOTIFIED OF CLUMP` Information contained herein Is not to be reproduced,except In f,,Il,without prior authorization from this office. Ir ........... ... i I Construction Inspection Related Tuts i Carlson Testing, Inc. X 12 CONCRETE P.O.Box 23814 REPORT OF —,TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: A`Tht C 1?:' Method of Testing: AS.1'P1 C31) Phone N 684-0954 Date"folded: — 10/2':+ ' 19— 1-11 Job No. c C 7)0r,2 Permit No:. Client: GRAMOR DEVELOPMEN1 INC Project: FANNO CREEK APARTMENT'; Address: _. 1257-1 5W MAIN ST TIGARD OR KEYWAY NATIONAL CORF, . Contractor: _ �— _._ _._- Sub Contractor: L0NE�TAR NORTIMLST 11`i 14J���1 Concrete Supplier: �� Truck No.__ _ Ticket No. ht Cast By: — E . DAY Cu.Yds.—.----_4 n Load No. 1 i OVERCAST 61 40 Weather: _ _-- _ — Temp.High:— _ Temp.Low: Location of Placement: FAR NORTHWE`=T CORNER OF r'ROJECT GARAGE FLOORS r,LoB ON GRADE �F _ 4' 5 , 6 , 7 -- -- --- ( 3 6� :00 7n Test Time_—._ Concrete ,7n 1P 7 N 1/2 Strength Requirement: PSI(a) days Slump_ Cement Type .I F I I a 0234 Mix Nod No.Sacks _— Air Content__ __-- Max.Aggregate Admix.Amuunt— —Brand: AEA _Admix.Am unt i T[3RE —_---Brand: Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Reed Test wt. Load PSI No. 1 7 2304 11/01 1 t!n , 68,976 ''R .272440 29 2F3 2304 11/01 1 .i;2r. �8 -L7 't3 2304 11/01 11/L 28 .27 IiC?LL? 2304 11/01 0 -;>7 Remarks: CITY OF TIGORE) KEYWAY NATIONAL CORPORATION I1t11TEQ TQ .CI JL,& TEST CYLItIUC PJLj[• CYLINDE[C MOLDED f EP T!'.(,T --- POf\'TION OF CONCRETE PLACED APPROX . 50% OF LOAD #1 . CONTR . NOTIfiLD OF SLUMr Information contained herein Is not to be reproduced,except In full,without prior authorisation from this office. r B i Construction Inspection Related Teats Carlson Testing, Inc. 6 X 1.2, CONCRETE P.O.Box 23814 REPORT OF _ TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Samp;ing _ ASTM C 17' Method of Testing: A�TM r0 FAX M 684-0954 Date Molded: 10/27 __ 19-19 Job No.. rr-9059 Permit No: . Client: GRAMOR nEVELOPMENT INC Project:_ FANNO CREEK APARTMENT<-, Address: 12572 SW MAIN ST TIGARD OR KEYWAY NATIONAL CORP . Contractor: _Sub Contractor Concrete Supplier: LONFSTAR NORTHWF` T Truck No. Ticket No.121 157656 pp � Cast By: _ H . P . Mt 1RrHY Cu.Yds. 10/70 Load No. i Weather: SUNNY _ _-_ Temp.High: Temp.Low: 47 Location of Placement: FLOOR SLAB BUILDING 2 Test Time—S 10 Concrete Temp:____ 60 Strength Requirement: 3000 _ PSI @ `a days Slump _..Cement Type.I _ Mix No./No.Sacks O228 —_—_Air Content_ _--__��Max.Aggregate �._�/� Admix.Amount:_ —Bran FILER MESH__._Admix.Am lint: —Brand:--- Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Rec'd Test Wt. Load PSI No. 7 2270 10/2_ 11/0 _87,4_27 ^fl_ -17 3090 27 28 2:'70 10/2 11/2 29 . " 'fz .'270 10/2. 11/2,11 ^f' a i Remarks: cc :CITY OF TIGARn KEYWAY NATIONAL_ CORPORATIONT� Information contained herein is not to be reproduced,except in full,without prior authorization frr,,n this office. y' i 4 ;rt D S , Construction Inspection Related Teats a Carlson Testing, Inc. REPORT OF 6 X 1^ COWPETC TEST SPECIMENS P.O. Box 23814 - — Tigard,Oregon 97281 o l,T tl C 17 ' r Phone(503)684-3460 Method of Sampling: _P Method of Testing: '�{='T—M_._—__-. FAX#684-0954 Date Molded: > > 0'1 __, 19_—A Job No. C r a 0 c' Permit Na Client: _ GRAMOf- DEVELOPMENT TNC Project: FANNO CREEK APARTMENT' Address: 12572 SW MAIN ST TTGARD OR Contractor: -- KEYWAY NATIONAL—CORP . Sub Contractor: Concrete Supplier: LONFSTAR RTHt,JEST 121 761�,h pp NO --- - _ Truck No. _.__ _._ ticket No. 1, Cast By: .— H . r 10170 /7 - —Cu.Yds.-_. Load No. i Weather: `-•lJ N N Y F,r, 47 _ Temp.High:_ Temp.Low: Location of Placement: Fl_-OOR SLAG BUILDING ' — -- Test Time P 1 0 Concrete Temp: 610 Strength Requirement: 3000 A PSI @ `S ,days Slump Cement Type T Mix No./No.Sacks—_ 0228 3/4 " --. Air Content Max,Aggregate H ' Admix.Amount: FIBER ME-, —_� _ Brand _Admix.Am unt: Brand:_ Set Teat @ V Register Date Date Unit Total Unit Report No. Days Number Rec'd Test Wt. Load Area PSI No. 7 2270 —10!2 11/0 87,427 '8 .27 3090 27 28 2270 10 12F 111211 113,210 28 .727 4000 52 ?2'70 10/2E 11/211 114,080 28 .?7 4040 52 -- Remarks: cC :CITY OF TIGAFD KEYWAY NA T I ONAI._ Information contained herein is not to be reproduced,except in full,without prior authorization from this office. w �. . ,� . ,,�,�F'uM lM ly:v � r .r g•!pye qtr M'�; �". F,t"�'ih Nt i ME�k Mr�_.ak" '�n"�JRs ,�.�`'!'16MNtMw 9 1rr ex ar rrir. J •�.;i r y',�A, r ". �A�.1 k�,y4 ys.i v ti� iby�Pj�,•,. r. Construction Inspection&Related Tests Carlson Testing, Inc. !• >; 1 ,.? C ODIC RETE r•.O. Box 23814 REPORTOF , _ TEST SPECIMENS Tigard,Oregon 97261 Phone(503)684-3460 Method of Sampling: ASTM C172 _ Method of Testing: ASTM (-'ct FAX k 684-0954 'r ,_ Date Molded: — 10!26 __. , ;,t9 Job No. p-2O58 Permit Na Client: GRAMOR DEVELOPMENT INC Project: __ FANNO CREEK AI-ARTMENTS Address: 12572 `-W MAIN ST TIGARG OR Contractor: — KEYWAY NAT I ONAL CORP . Sub Contractor: LONES.TAR NOPTHWEST ] 1r 14541F, Concrete Supplier: Truck No. _�_.._....__.__Ticket Na Cast By: 1 . _WOOLF --- -� r,n I Cu.Yds.�_ Load No. Weather: __ �'IJPINY __— ---- Temp.High.__'�___-_.. Temp.Low:__--- c-- Location of Placement: 131-1ILDING #5 SLAB ON GRA)E } Test Time._�� ' Concrete Temp: th Re ulrement: 3000 Siren 9 4 PSI @ days Slump Cement Type Mix No./Nu.Sacks__ 0226 Air Content_ `t .0% W _ _Max.Aggregate Admix.Amount: Brand ACA _Admix.Ami unt:.__ Brand: Set Test @ Register Date Date Unit Total Area I Unit Report No. Days Number Recd Test wt. Load PSI No. 7 2229 10127 11./02 63,993 28 •27 2260 25 28 2229 10/27 -11121 84,838 _ 28 .27 3000 51 2229 10/27 11123 86,596 _ 28 .27 3060 51 HOLD 28 2229 10i 27 11/23 87,684 28 .27 3.100 51 Remarks: _ cc CITY OF TIGARD _ KEYWAY NATIONAL CORPORATION _.NOTjI=iED CONTRA�'�5 OF SLUMP AND Information contained herein is not to be reproduced,except In full,without prior authorization from this office. r f�F 1+ '1 Construction Inspection Related'testa Carlson Testing, Inc. REPORT OF C' _X 12 CONCRETE TEST SPECIMENS P.O.Box 23814 -- Tigard,Oregon 97281 Method of Sampling. ASTM C 172Method of Testing: ASTM C39 Ph FAX one(#0684-09.54 60 " Date Molded: , 10,126 `�-'' Job No. CP_110`'8 Permit No: Client: _ GRAMOR DEVELOPMENT INC IProject: FANNO CREEK APARTMENTS I Address: 12c572 `W MAIN ST TIGARD OR Contractor: KEYWAY NATIONAL CORP . Sub Contractor: _ LO Concrete Su Supplier: NESTAR NORTHWE`,T 118 14F41F, pp --� Truck No. __._. Ticket No. Cast By: I • WOOLF 60+ 1 OF 6 _ Cu.Yds._ _._ Load No. SUNNY 45 Weather: _ Temp.High: 4 Temp.Low: Location ofPlacement BUILDING b5 SLAG ON GRAIDE - — —a� Test Time-9: 4 5 Concrete Tem 65 P:. '.' Strength Requirement: _ 3000 PSI @ days Slump Cement Type Mix No./No.Sacks_ 0226_ Air Content_ 3 .01. Max.* !4 " x.Aggregate_ Admix.Amount:_ Brand AEA Admix.Am unt:r-- Brand:___ Set Test @ Register Date Date Unit Total Unit Report . No. Days Number _ Rec'd Test Wt. Load Area pSl No. _ 7 2220 10127 11/02 � 63,993 28 .27 2260 25 `- 28 2229 10/27 11/2 28 .27 '- —� _'8 2229 10/27 13 !2 28 .27 - ---_-. I-FOLD 2229 loin ?8 .27 Remarks: cc: :CITY OF TI GARP KEYWAY NATIONAL CORPORATION _NOTIFIED _CONTf�Ar_TOg Information contained herein Is not to be reproduced,except in full,without prior authorization from this office. t r ua��' )hap. d✓' p .Y.".b0'F4 x•.,irYS"`1�f"1 i�; ° ..;..v, f."A.^',::!�wroM+q , "yroyl^: M 4�+gyp 7 l i5 , G.� �,� � �' iZ6R r,,1 r 1 Construction Insjpection b7 Related 'Tesw Carlson Testing, Inc. REPORT OF (' X 12 CONCRETE TEST SPECIMENS P.O.Box 23814 Tigard,Oregon 97281 ASTM C17? M , ( Method o1 Sampling: —. Method of Testing: F'`- j` Phone(503)684-346 g: T f'f C- FAX M 684-09.:4 Date Molded: . 10125 19 Job No.__ C t'�'-90Fl '' Permit No: Client: GRAMOR DEVELOPMENT INC- Project., NCproject: FANNO CREEK APARTMENTS Address: 12`-'72' SW MAIN CT TIG:) ri RL) ff) Contractor: — KEYWAY NATIONAL —�` --_Sub Contractor:_ D IDELI_ ''ONCRETE Concrete Supplier: —L ONESTAR NORTHWE`,T 77,06 14 L,-"94 Truck No. Ticket No._� Cast By: M • LARr OSI A Cu.Yds. Load No.1�_ Weather: S'UNNY c Q 1 Temp,High:r_- _._Temp.Low:._ LocationofPlacement: WALLS FOR BUILDING -- —� Test Time :_ 1`` --Concrete Temp: r; + Strength Requirement: 3000 „ ._. PSI C�—_deys Slump_ .Cement Type Mix No./No.Sacks 0226 _ _Air Content 2 .6% Mex.Aggregate_ Admix Amount: Brand W/AEA Admix.Am unt: _.Brand._ Set Test @ Register Date Date Unit Total Unit Report I No. Days Number Rec'd Test Wt. Loed Area PSI _ No. _ 7 2225 10/2611/01 63,834 28 .27 2260 24 - f -- --- 28 2225 10/26 11/2' _ 94,387 28 .27 3340 47 28 22.25 10/2.6 11/2 92,845 28 .27 3280 47 MOLD 28 2225 10/26 11/22 V 95,811 28 .27 3390 47 Remarks: CC :CITY OF TIGARD KEYWAY NATIONAL CORPORATION _.� NOTIFIED FINISHER FOREMAN ( JOHN CONCRETE LIAS rLACED IN SW-IRT WALLc- WITH TI-11', LOAD ---- ---- - Information contained herein is not to be reproduced,except in full,without prior authorization from this office. l 1 Construction Inspection Related Teats Carlson 'Vesting, Inc. REPORT OF 12 CONCRETE TEST SPECIMENS P.O. Box 23814 Tigard,Oregon 97281 ASTM C 17? r Phone(503)684-3460 Method of Sampling: _ Method of Testing: _ ASTM T M f.'3 + FAX#684-0954 Date Molded: 10/25 _ 19 Job No. 8 Permit No: t Client: _ GRAMOR DEVELOPMENT INC Project: FANNO CREEK APARTMENT-, Address.: 12572 `'W MAIN ST TIGARD OR Contractor: __ KEYWAY NATIONAL Sub Contractor: SIDELL CONCRETE Concrete Supplier: L ONESTAR �NORTHWE�.T Truck No.____ 7S0�' Ticket No._, 14 5 r24 Cast By: M_ LARSON - '-a Cu.Yds..------._-Load No. 1 Weather: .. SUNNY r� 4 rJ - ----__-. Temp.High:.Ta -_._-_._Temp Low: _- Location of Plai:ement: W A l-L.`-' F O R 131 U I L_D I N G G c — — _-- Test Time —1' -__ �._Concrete Temp: - Strength Requirement: 3000 — PSI @ days Slump Cement Type I Mix No./No.Sacks. 0226 AirContfnt 2 . 3/4 -----__.__ Max.Aggregate Admix.Amount: _ L1./AEA ._Brand• _Admix.Am ant: —Brand:-_ Set Test @ Register Date Date Unit Total _ Unit Report No. Days Number_ Recd Test Wt. Load Area PSI No. 7 2225 10/26 11/01 63,834 28 .27 2260 24 28 2225 10/26 11!2 t 28 .27 28 2225 10/26 11122 28 .27 HOLD 2225 10/26, ,8 2-7 i� Remarks: cc :CITY OF T 1GAFD -- -__ ----- - ----- `�' KEYWAY NATIONAL. CORPORATION - * NOTIFIED FINISHER FOREMAN ( JOHN ) CONCRETE RIAS PLACED IN SHORT WALLS WITH THIS LOAD - Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection Related Tests Carlson Testing, Inc. REPORT OF 6 X 12 CONCRETE TEST SPECIMENSP.O.Box 23614 Tigard,Oregon 97?fit Phone(503)684-:)4G ASTM C 172 Method of Testing: ASTM C34 FAX#684-09,1,1- Method of Sampling: g: � — Date Molded: 10/23 , 19. 23 Job No._CP-2058 Permit No: Client: GRAMOR DEVELOPMENT INC Project: FANNO CREEK. APARTMENTS Address: 12572. 5W MAIN ST T I GARD OR Contractor: _.__ KEYWAY NATIONAL CORP . Sub Contractor____—.__________.___._.____.___�_____�.__.._ Concrete Supplier: _( CNESTAR NORTHWEST- Truck No._ 7u Ticket No. _ 15 5,691 _ Cast By: B • SUM I NSK I Cu.Yds. 10 —Load No.1--_—_--_-___ Weather: ___ OVERCASTTemp.High: 57 Temp.Low: Location of Placement: BUILDING #t4 SLAB ON GRADE Test Time 8 10 — Concrete Temp:.--- Strength em SStrength Requirement: . 3000 _ PSI ra,_?a? days Slump 1.�4 Cement Type v 1. Mix No./No.-^ccks 0226 — Air Content_.__,.__.. 5 .1 Mar..Aggregate `;/4 Admix.Amount:– —Brand AEA _Admlx.Am unt:__ BrandFIBER MESH Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. — 7 21.77 10/251 lo/?q 62,498 _ 28 .27 2210 2 28 2177 10!25 1 1/2C 99,035 28 .27 3500 46 28 2177 10/25 11/2( 100,230 28 .27 3550 46 1 Remarks: ec :U OF T I GARD KEYWAY NATIONAL CORPOR/1TTON Information contained herein is not to be reproduced,except in full,without prior authorization from this office. t:. r A .. .7 { .. �yy 1 , 4 m 9 t 1 Construction Inspection&Related Testa Carlson Testing, Inc. b X 12 CONCRETE P.O.Box 23814 REPORT OF -- — TEST SPECIMENS Tigard,Oregon 97281 Method of Sampling: ASTM 0172 � Phone(#68 684-34611 p g: ___- _ _ Method of Testing: A_,TM_�':��+ FAX#684-095n Date Molded: _ 10/23 —, 19_2—'� Job No. CP–"" Permit No: Client — GRAMOR DEVELOPMENT INC Project:_ EANNO CREEK AP�.RTMENTS Address: _12572 SW MAIN ST TIGORD OR Contractor. KEYWAY NOTIONAL CORP . C oncrete Supplier: LONESTAP(NORTHWEST Truck No. =`o—_______.,_ _-_-___Ticket No. 1556>31 Cast By. B . SUM I NSK I _ Cu.Yds.---_- -- —Load No. Weather: __– OVERC AS ( �– — Temp.High:—`'7__._..-._Tomp.Lo:: __ 49 Location of Placement: BUILDING 04 SLAB ON GRADE Test Time 9 1 n —Concrete Temp: Strength Requirement: n PSI @ -. days Slump 1/4 Cement T T 4 Mlx No./No.Sacks nG2E' _ Air Content �' . 1% --- --__Max.Aggregate_ 3/4 Admlx.Amount: Brand• AEA Admix.Am unC_ __Brand.FIBER MESH___ Set Test @ r�igister Date Date Unit Total Area Unit — Report No. Days Number Recd Test wt. Load PSI No. a 2177 10/25 10/3 62,498 28 .27 2210 23 a '8 2177 10/25 1 1/2C 28 .27 it 1 4. 28 2177 10/25 11/2C 2R .27 4, �S t , Remarks: OF' _LUARD KEYWAY NATIONAL COPPORATION r a t Information contained herein is not to be reproduced,except in full,without prior authorization from this office. IM1 r u I. sl "f�l'6gxee .........,. ,...:...,.•....wu.. ."w!44f'Sri�r�':m��dlwwnw . Construction Inspection Related 'Cests Carlson Testing, Inc. , REPORT OF 6 X 12 CONCRETE TEST SPECIMENS P.O.Box 23814 - Tigard.Oregon 97281 Method of Sampling: ASTM C17 Phone(503)684-3460 Method of Testing: ASTM C j9 FAX#1684-0954 Date Molded: __ 10/2 19 9 Job No. CP-9058 Permit No: —._---.�-^.—_^_-�- - --- - -- Gient: GRAMOR r)FvFinPmENT INC _ Project- FANNO CREEK APARTMENTS Address: 12572 SW MAIN ST TIGARD OR Contractor: KEYWAY NAT IONAL _Sub Contractor: Concrete Supplier: LONESTAR NORTHWEST _ - TruckNo._ 61 -__ Tick,tNo, 145166 Cast 8y: _ S . STONER - Cu.Yds. 20+_ _-_-Load No. 1 Weather: ____nVERCAST _- _ _ Temp.High: 57 -_Temp.Low:_50 -' Location of Placement BUILDING #3 FOOTINGS --- - Test Time _9 Concrete Temp: z , i Strength Requirement: - 3000 +8 4 I - �y;'•:. _ PSI @..=_N days Slump Cement Type Mix No./No,Sacks 0226 _Air Content--- 3/4 Max.Aggregate_��_ -_—Bran EA Brand_W/A- -_Admix.Am unt- _ --©rend: ? Set Test @ Register Date Date Unit Total Unit Report No. Days Number _ Rec'd Test Wt. Load Area PSI No - 7 2176- 10/25 10/2E-- 73,287 28 .27 2590 22 28 -2176 10/25 11/1E 99,747 28 .27 3530 43 26 2176 10/25 11/1 98,263 7 ---- - — _ 26 .2, 348G 43 Remcirks: Cc -O I TY OF- T I GAFF Q___ _ - KEYWAY NATIONAL CORPORATION Information contained herein is not to be reproduced,except in full,without prior authorization from this office. i 1 Constnaction Inspection Related Tests Carlson Testing, Inc. P.O.Box 23814 R_EPORT OF b X '2 CONCRE '_E TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: — ASTM C 172 Method of Testing: ASTM C-39 FAX R 684-0954 Date Molded: 1Q,'21 _19 19 ` 3 Job No. Cp-905O Permit No: Client: GRAMOR DEVELOP_F_NT INC Project: _ FANNO CREEK APARTMENTS Address: .12572 SW MAIN ST T I GARD OR Contractor: _ KEY14AY NATIONAL Sub Contractor. Concrete Supplier.. _LOONESTARNORTHWEST _ Truck No. 81 Ticket No. 145166 _ Cast By: S . STONER Cu.Yds. 70+ Load No. ` Weather: . OVERCAST _ _— Temp.High: `7 50 �____,._._Temp.Low: Location of Placement: BUILDING 03 FOOTINGS ci. c,c Test Time __,�_—__---.Concrete Temp: F,9__..__.__--_ Strength Requirement: 3000 PSI @ �R days Slump 4. �-Cement Type I _-_- Mix No./No.Sacks 0226 Air Content_ ^_Max.Aggregate 3/4 �— Admix.Amount:__ —__ Brand• W/AEA Admix.Am unt:___ ------_-Brand: _ -Brand:.—_ T Set Test @ Register Date Date Unit Total Unit Report No. Days Number Rec'd Test Wt. Load Area PSI No. 7 2176 10/". 10/273,287 29 27 2590 22 28 2176 10/25 11/.1_ 28 .27 28 2176 10/25 1 1/1E 28 .27 4 c Remarks: _ CC :CITY OF TIGORD ' KEYWAY NATIONAL CORPORATION Information contained herein is not to he reproduced,except in full,without prior authorization from this office. a. i Construction Inspection Related feats Carlson Testing, Inc. P.O.Box 23814 h X 12 CONCRETE _ Tigard,Oregon 14 REPORTOF TEST SPECIMENS e " ASTM 0172 ASTM C'39 Phone(503)684-3460 FAX#684-0954 Method of Sampling: � �._ Method o1 Testing: FAX— 10/20 Date Molded —. 19 Job No._ Permit No: Client: GRAMOR DEVELOPMENT INCJ� Protect: FANNO CREEK APARTMENTS � — -- - — Address: 12572 SW MAIN ST TIGARD OR KEYWAY NATTnNAL CORP . Contractor: — _ —__ Sub Contractor:-_— pp t_ONESTAF' NORTHWFST 7084 155320 Concrete Supplier: Truck No._.___ Ticket No. F . DAY 10 1 c J Cast By: _ Cu.Yds.---- --_--_--Load No.. _—_-- _ OVER(-AST SF, 40 Weather: ___ ___— Temp.High:__—r___Temp.Low: STEM WALLS FOR GARAGES 1 & 4 ' { Location of Placement: �— — — ---- Fi: 10 Test Time Concrete Temp:.— — 3000 28 7" * I i Strength Requirement: —� PSI`a�T.—___days Slump---Ce nent Type K 02263/4 Mix No./No.Sacks_ __Alr Content—, — __ ____.Max.Aggregate AEA Admix.Amount: —Brand .Admix.Amount:____---Brand:— Set _Brand:—Set Test @ Register Date Date Unit Tota Area Unit Report No. Days Number Recd Test Wt. Load PSI No. I 7 2144 10/2 10/2F 58, 159 28 .27 2060 20 28 2144 10/2 11/1 28 .27 28 2.144 10/2 11/1 '8 .27 i Remarks: _ cc .'C T TY OF T I GARD ' KEY61AY NATIONAL CORPORATION 14 P Yi - CONTRACTOR WAS NOTIFIED OF SLUMP Information contained herein is not to be reproduced,except in full,without prior authorization from this office. i - YNHYw { 1 , , J Construction bupection&Related'Tests Carlson Testing, Inc. F, X 12_ CONCRETE P.O. Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 ASTM 0172 ASTM C39 Method of Sampling: _— Method of Testing: _ _ FAX N 684-0954 ' c Date Molded: 10/20 19--3 Job No. C P-9O5A Permit No: Client: GRAMOR DEVELOPMENT INC Protect: , FANNO CREEK APARTMENTS F — — Address: _ 12572 SW MAIN ST TIGARD OR Contractor: KEYWAY NATTONAL_ CORP . Sub Contractor:_ L.ONESTAR NORTHWEST 7084 155320 t Concrete Supplier. Truck No. .Ticket No. Cast By: _ E . DAY _ Cu.Yds.__ 10 Load No. 1 s+ OVERCA51 56 40 y Weather: Temp.High: —Temp.Low: 1 STEM WALLS FOR GARAGES & 4 JL Location of Placement: c Test Time__ 10 Concrete Temp: 3000 28 7" T Strength Requirement: PSI @ days Slump —Cement Type Mix No./No.Sacks. 0226 Air Content _ _Max.Aggregate -314 —_ Admix.Amount:_ AEA Brand Admix.Ami unt:. Brand: Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt Load PSI No. I 7 2144 1012 10/?_ 58,159 28 .2-7 2060 20 28 2144 10/2 11/1 96,266 28 .27 3410 40 28 2144 10/2 11/1 7 90,254 28 .27 3190 40 4`. F.' 1 ;.t Remarks: _ oc :CITY OF TIGARD KEYWAY NATIONAL CORPORATION -- CuNTRACTOR WAS NOTIFIED OF SL_I,IMP Information contained herein is not to be reproduced,except in full,without prior authorization frorn this office. ' 4r i r Y Constmaion Inspection Related'felts Carlson Testing, Inc. P.O.Box 23814 REPORT OF 6 N 12 CONCRETE TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: ASTM C172 Method of Testing: ASTM C39 FAX k 684-0954 Date Molded: 10/.18 19 93 Job No..—CP-9058 Permit Na Client: GRAMOR DEVELOPMENT INC_ Project: —FANNO CREEK APARTMENTS A•' Address: — 12572 St4 MAIN ST TIGARD OR Contractor: KEYWAY NATIONAL CORP-____Sub Contractor. Concrete Supplier LONESTr�R�NOfdTHIIIEST _ Truck No._ 1 OO__ �_..Ticket No. 155119 I Cast By: _ S. LEACH _ Cu.Yds.__ 20 --__Load No. SCINNY 5 9 46 {' Weather Temp.Temp.High: _Temp.Low:_ Location of Placement: BCIILDING 92, SLAB ON GRAPE — — _— Test Time 8:45� Concrete Temp: )♦ 7- Strength uStrength Requirement: 3000 T _ PSI @_�_`�days Slump- Cement Type N 3 Mix No./No.Sacks —0226 Air Content Max.Aggregate_ -314 Admix.Amount:— Brand — — Admix.Am unt-- —Brand: Set Test @ Register Date Dete Unit Total — Area Unit Report No. Days Number Recd Test Wt. Load PSI No. 7 2 104 10/2: 10125 57,388 20.?7 2030 18 28 2104 10 11/1. 28 2104 1 0/2C 11!1f 2.7 "OL r 2-104 10-12( F, 2 7 , 9 Remarks: _cc_:CI TY OF TIGARD —KE YIVA Y NATIONAL CORPORA T ION Information contained herein is not to be reproduced,except in full,without prior authorization from thi 3 office. j � Construction Inspection&[lelaced fasts � Car son Testing, Inc. REPORT OF 6 .K 12 CONCRETE TEST SPECIMENS P.O.Box 23814 -- Tigard,Oregon 97281 Method of Sampling: ASTM C1.7Method of Testing: A" M C39Phone(503)684-3460^ FAX#684-0954 Date Molded: /18 , 19 N2 Job No, �CP-9058 Permi, No: Client: GRAMOR DEVELOPMENT INC Project: FANNO CREEK APARTMENTS Address: 1257' Sfh' MAIN ST T I GAIL D OR Contractor: KEYWAY NATIONAL CORP. _____Sub Contractor: Concrete Supplier: LONESTAR NORTHWEST 108 155119 PP -- - -_ Truck No. -_�—Ticket No. Cast By: _ S. LEACH --_ Cu.Yds. 20 _Load No._2 Weather: SCINNY 46 --•-- _— Temp.High: ' Temp.Low: _ Location of Placement: BCIILD.1'NG #2, SLAL3 ON GRADE -- Teat Time_8'4 5 ---Concrete Temp:_, Q 3000 4�9 - Strength Requirement: _.__ _— _PSI @ days Slump_— Cement Type_f N Mix Nn./No.Sacks _ 0226 Air Content�.-� —Max.Aggregate—_ `3/4 Admix.Amount: -------Bran _ Admix.Am unt:_ �_-Brand:,. —Set Test @ Register Date Date I Unit Total _ Area Unit I Report No. Days Number Recd Test Wt. ea Load PSI No. " .7 2104 10/2c 10/2. 57,383 28-2,7 2030 18 -- ---- 28 2104 10/'c 1 1!1. 83,254 :18..'7 2940 38 —_ 28 2104 10/2C L 1/15 82,901 ?8. ;?.T 2930_ 38 - HOLr 56 -- 2 104 10/20 12/13 _ 2 8.27 Remarks: _ GC:CI TY_OF TIGARD_ KEYWAY NATIONAL CORPORATION — Information contained herein is not iu be reproduced,except in full, without prior authorization from this office. t jj 4 Constrwction Inspection&Rtlatcd Teaw Carlson Testing, Inc. REPORT OF 6 X 12 CONCRETE TEST SPECIMENS P.O.Box 23814 Tigard,Oregon 97281 Method of Sampling: ASTM C1 72 ASTM C39 Phone(503)684-3460 i Method of Testing: .._ FAX#684-0954 i Date Molded: 10/15 y9 �' Job No._ CP_-9058 Permit No: Cll,,,c __ GRAMOR DEVELOPMENT INC Prosect: FANNO CREEK APARTMENTS Address: 11572 `'t'I MAIN ST TIGARD OR Contractor: . KEYWAY NATIONAL CORP . --- _Sub Contractor: Concrete Supplier: LONESTAR NORTHWEST Truck No. 81 Ticket No144839 ..__ Cast By H • P . MURPHY 100 1/10 } — --- Cu.Yds. _� Load No._ Weather: RAIN e Temp.High: Temp.Low:_50_ _ ,c1 Location of Placement: BUILDING #3 FOUNDATION WALLS — Test Time 2 ' 50 70 Concrete Temp:_._ AFH^. Strength Requirement: — 30002f3 PSI la_—____.days Slump Cement Type Mix No./No.Sacks_ 0226 „ _Air Content. Max.Aggregate__3/4 Admix.Amount: r Brand Admix.Am unt: Brand: Set Test @ Register Date Date Unit Total Unit Report No. Days Number Rec'd Test wt. Load Area PSI No. _7 _ 2087 10/19 10/2 _ 4 420 28 .27 —�— 143 28 2087 10/119 11/1 28 .27 28 2087 10/18 11/1 2R 27 Remarks: C":CITY_OF TIGARD KEYWAY NATIONAL CORPORATION _HARD RAIN DURING CASTING OF CYLINDERS — Information contained herein is not to be reproduced,except in full,without prior authorization from this office. PtM1fLt Lr# 1"�f�1 !f t { AMENDED LOCATI(7N Construction Impwt m C+T Related T"u Inc.Carlson Testing, 11-18-93 6 X 12 CONCRETE P.O. Box 23814 REPORT OF — _ TEST SPECIMENS P.O.Tigard,Oregon 97281 ASTM C1 72 ASTM C39 Phone(503)684-3460 Method of Sampling: -_ __ Method of Testing: FAX#684-0954 Date Molded: 1.0/15 , 19 9 7 Job No. CP__g0�g Permit No: Client: GRAMOR DEVELOPMENT INC Project: FANNO—CREEK APARTMENTS _ Address: _ 12572 SW MAIN ST TIGARD OR Contractor: KEYWAY NATIONAL CORP . _ Sub Contractor: LONESTAR NORTHWEST 81 1448'x9 Concrete Supplier: Truck No. _ Ticket No. Cast By H . P . MURPHY __—Cu.Yds.____100 Load No. 1/10_ } Weather: RAIN -- Temp.High:—60 �__Temp.Low: 50 ^ — — K"TINGS CARIAIGE #41, WALLS ('AtZG3E #5,6 & 7 Location of Placement i l S - _ Test Time 2 50 --Concrete Temp: 70 r Strength Requirement: 3000 PSI @ 28 ___days Slump 4 112" I y p_ Cement Type _..— � Mix No./No.Sacks— 0226 Air Content_ _—__— --Max.Aggregate_ 3/4 Admix.Amount:-----Brand _Admix.Am unt: _._-Brand:_— Set Test @ Register Date Date Unit Total I Jnit Report No. Days —Number Recd _ Test Wt. Load AroC PSI No. % 7 2087 10/18 10/2 —40,420 28 _ 43J _17_ 2.8 2087 10/ie 11/1 71,052 2 ,27 2510 37 56 2087 10/1 12/1 28 � Remarks: cc:CITY OF TIGARD KEYWAY NATIONAL CORPORATION HARD RAIN DURING. CASTING OF CYLINDERS Information contained herein is not to be reproduced,except in full,without prior authorization from this office. 1 a' Y { 1 Construction Inspection r`7 Related Testa Carlson Testing, Inc. REPORT OF 6 X 12 CONCRETE TEST SPECIMENS P.O.Box 23814 — Tigard,Oregon 97281 ASTM C 1 7 Phone(503)684-3460 Method of Sampling: Method of Testing: ASTM C39 _ FAX#684-0954 Date Molded: 10/15 , 19 _`T' Job No. CP-9058 Permit No: Client: GRAMOR DEVELOPMENT INC Project: FANNO CREEK APARTMENTS Address: 12572 SW MAIN T T I CORD OR Contractor: KEYWAY NATIONAL CORP _Sub Contractor: Concrete Supplier: _LONESTAR NORTHWEST Truck No. 81 Ticket No._ 144839 Cast By: H . P . MURPHY Cu.Yds._`100 �_—Load No. 1/10 Weather: RA I N __. Temp.High: 60 .,Temp.Low: 50 v Location of Placement: BUILDING #3 FOUNDHTION WALLS -- Test Time_2 50 Concrete Temp: 70 .tea Strength Requirement __ 3000 _ PSI @ 28—_..days Slump 4 112" Cement Type Mix No./No.Sacks 0226� Air Content__ _ _Max.Aggregate_._3/4 Admix.Amount: __Brand•___ __ Admix.Am unt-------Brand: Set Teat @ Register Date Date Unit Total AUnit Renort �No. Days Number RecdArea Test Wt. Load PSI No. 7 2087 10/18 10/2 40,420 28.27 28 2.087 10/18 11/1"! 71,052 28 .27 2510 37 56 2087 10/18 121 28 .27 - Remarks: _ cc:CITY OF TIG_ARD KEYWAY NATIONAL CORPORATION HARD RAIN DURING CASTING. OF CYLINDERS Information contained herein is not to be reproduced,except in full,without prior authorization from this office. j i AMENDED LOCATION Construction Inspectton Related 'Tests Carlson Testing, Inc. 11-18-93 REPORT OF F' X 12 CONCRETE P.O. Box 23814 ---------.,,.TEST SPECIMENS_— Tigard,Oregon 97281 f?5TM 0172 (,CTtl �•.�,� Phone(503)684-346, Method of Sampling: -- 1 Method of Testing: — FAX M 684-095,. LO/1�� Cp- an5:� Date Molded: —__—_ _ 19_. Job No. Permit No: Client: GRAMOR DEVELOPMENT INC �. — Protect. __ FANNO CREEK APARTMENT, Address: 1272 `14 MAIN ST TI(-JARD OR Contractor. _ KEYI0AY NAT TONAL CORP ._-- Sub Contractor: -BIDELL CONCRETE Concrete Supplier; LONESTAR NORTHWEST 81 1449-3g _ Truck No.._ ---.-. .---Ticket No.__— P .H .HMURPHY Cast By: _ —. _Cu.Yds.__ 100 —_ Load No. 1/10 — Weather: —_ RAIN _�- Temp.High:—F'0 Temp.Low: �'n F1707'INt:•,IS GMU%M- 4. Location of Placement. __ —__— # WALLS t 11tt°A(;E #5,6 & 7 ----- — ----- Test Time .?_�,0 __-Concrete Temp!_____,_____7 /7a Strenqth Rdquirement — _ 000 PSI @ days Slum 41I —----- y p-----'.--Cement Type,.:---- -- Mix No./No.Sacks- 02?6 --__—_— Air Content Max.Aggregate__3/44 Admix.Amount:— _ arend _ -Admix.Amount: t Set Test @ Register Date Date Unit Total Unit Report Q T No. Days Number Recd Test Wt. Load Area PSI No. 7' 2087 10/18 10/2 `r 28.27 _14.32_ 28 208-7 10/1 11/1 71,052 28 .27 2510 37 56 12/.1 , 2087 10/18 85,053 28 .27 3010 73 1 J ' 1 I 4> Remarks: _ CC:CITY OF T I GARD >IC KEYWAY NATIONAL CORPORATION HARD RAIN_DURINGCASTING OF CYL.INDERS__ Information contained herein is not to be reproduced,except in lull,without prior authorization from this office. � Ski Construction Inspection RelaW Teats Carlson Testing, Inc. 6 X 12 CONCRETE P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97281 ASTM C172 ASTM C-3Q Phone(503)684.3460 Method of Sampling: - Method of Testing: FAX M 684-0954 b 10/13 93 CP-9058 Date Molded: ____' 19__ Job No.-. - Permit No: GRAMOR DEVEL_OPMFNT INC Client: FANNO CREEK APARTMENTS Project: 12572 SW MAIN ST TIGAR.D OR Address: KEYWAY NATIONAL V Contractor: _ _ __ Sub Contractor. . LONESTAR 122 151456 Concrete Supplier: Truck No.- _________________-_Ticket No. HP MURPHY !0/5() 1/5 Cast By: --�_ Cu.Yds.._-------.._._ __-.._.._ _.-. Load OVERCAST 4�� Weather �-_ _ Temp.High:_ _ __Temp.l ow: BUILDING #1 FLOOR SLAB Location of Placement: 7 : _- ---�-�-- ------ - Test Time_-- -__-- __-_ Concrete Temp: 3000 28 4-1/2. " y Strength Requirement. - PSI @-._____.__days Slum t 9 Q -- -- Y P----_ -Cement Type---- k 226 3/4 Mix No./No.Sacks_.-________-___.-_ __ Air Content---_.. __.._-_._ -Max.Aggregate AEA 10 FIBERMESH SANDY MIX #99907 Admix Amount:_-- _ Brand'_- Admix Ami unP__-._-_e_--__Area Set Test @ Register Date Date Unit Total Unit Report R No. Days Number Recd Test Wt. Load PSI No. I 7 2032 10/1 1.0/2 — - �._.�52,958 28 27 1870 14_....__. 28 2032 10/1 11/10 8 , 27 28 2032 10!1 1.1 /1 T 28 .27 5 , ,k f Remarks: cc:CITY OF TIGARD _ TL7N__. -__-- a Information contained herein is not to be reproducer except in full,without prior authorization from this office. F G Jk r Construction Inspection&Related`Pests Carlson Testing, Inc* 6 Y 12 CONCRETE P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97281 ASTM C172 A,-;TM C39 Phone(503)684-3460 Method of Sampling: Method of Testing: FAX k 684-0954 10/13 93 CP-9058 Date Molded: 19-- Job No. Permit No: GRAMOR DEVELOPMENT INC Client: — FANNO CREEK APARTMENTS Project: -- 12572 SW MAIN ST TIGARD OR Address: KEYWAY NATIONAL Contractor: Sub Contractor:--- LONESTAR 122 151456 Concrete Supplier: Truck No. Ticket No. HIP MURPHY 10/50 1/5 Card By: Cu.Yds, Load No, OVERCAST 65 45 1 Weather Temp.High: Temp Low: BUILDING 01 FLOOR SLAB Location of Placement: 7:45 68 Test Time Concrete Temp: 1000 28 4-112" Strength Requirement: PSI(a) days Slump Cement Type- 226 -414" Mix No./No.Sacks— —Air Content Max.Aggregate--- AEA 10 FIBERMESH SANDY MIX #99907 Admix.Amount:—__ —Brand Admix.Arn(u nt: Brand: Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test — Load PSI No., 1 7 2032 10114 10120 52,958 28 .27 1870 14 28 2032 10/14 11/1 93,320 28 .27 3300 34 28 2032 10/14 11/10 90,235 28 .27 3190 34 Remarks: cc :CITY OF TIGARD KE Information contained herein is not to be reproduced,except in full,without prior authorization from this office. ...NA° :�M�':ry ��,,1g4,wKlw• �"^+Sw, y��7"�NRIA''`- ,�I k Construction Inspection®Related rests Carlson Testing, Inc, REPORT OF 6 X 12 CONCRETE P.O.Box 23814 TEST SPECIMENS Tigard,Oregon 972E 1 ASTM C172 ASTM C39 Phone(503)684•-346 1 Method of Sampling: Method of Testing: _-_ FAX M 684-0954 10/13 93 CP-9058 Date Molded: - _, 19 Job No. Permit No: GRAMOR DEVELOPMENT INC Client: FANNO CREEK APARTMENTS Project: _ Address: 12572 SW MAIN ST TIGARD OR VANS Contractor: Sub Contractor LONESTAR 954 151495 Concrete Supplier: - e -__ -- Truck No.--_- Ticket No. HP MURPHY 48/1.00 5/10 Cast By: Cu.Yds. .Load Na - OVERCAST 65 45 Weather: � _ Temp.High: -----Temp.Low:------_.___ BUILDING 2 STEM WALLS Location of Placement: 10: 55 68 Test Time__ __- —Concrete Temp: 3000 28 Strength Requirement: PSI Cw days Slump Cement Type _ 226 3/4.1 t Mix No./No.Sacks--- Air Content. -------_Max.Aggregate Admix.Amount: Brand Admix.Am unt: Brand:— "J Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load --- -_- - PSI No. II 7 2033 10/14 10120 28r27 a^ 'i 53,531 _ 1890 15 ' 28 2033 10/ 4 11/1 89,562 28 .27 3.170 35 28 2033 10/1 11/10 w85,630 28 .27 3030 35 1 r ;+ CC:CITY OF TIGARD Remarks: Information contained herein Is not to be reproduced,except in full,without prior authorization from this office.. i�4 4 a6 JL i� y ysS f r, Construction Inspection 9 Related 'tests Carlson Testing, Inc. 6 X 12 CONCRETE P.O.Box 23014 REPORT OF TEST SPECIMENS Tigard,Orepon 97281 ASTM 0172 ASTM C39 Phone(COJ)684-3460 Method of Sampling: _—__ Method of Testing: FAX N 684-0954 1.0/1 ? 93 CP-9058 Date Molded: ___ --_, 19. Job No. Permit No: GRAMOR DEVELOPMENT INC Client: FANNO CREEK APARTMENTS _ t' Project ; 12572 SW MAIN ST TTGARD OR Address: ._ VANS —_.-------— ------ Contractor: _Sub Contractor: LONESTAR 964 151495 Concrete Supplier: _ _ _ Truck No.. _-.Ticket No. HP MURPHY 49/100 5/10 Cast By: _ _Cu.Yds. — Load No. IVERCAST 65 45 Weather: _ —__— Temp.High: Temp.Low: - BUT'-DING 2. STEM WALLS a°4. Location of Placement: 10: 55 68 ------- —— — Test Time_ _ _ Concrete Temp: 3000 — �8 Strength Requirement: __ _ —_._..— —�- -- PSI( days SlumpCement Type 226 a �` Mix No./No.Sacks_.—__ Air Content___ Max.Aggregate Adrnlx.Amount._____ Admix.Am unt:.,____ ______Brand. _- __ rcr.. Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. rx II 7 2 0 33vi 10/14 10120 28 .27 , — — -_— - - — 53,.531_— _ 1890 15- 28 2033 10/1 11/1 28 .27 28 20'33 10/1 11/1 _-- 28 .27 cc:CTTY OF TIGARD Remarks: -----1ff'Yt1` T f1?iV�tt CMRP IRAT TOMG s Information contained herein is not to be reproduced,except in full,without prior authorization from this office. r. Wt � n Construction Inspection df Related Tests Carlson Testing, Inc, 6 X 12 CONCRETE P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 9726-1 ASTM C172 ASTM 173r4 Phone(503)684.3460 Method of Sampling: Method of Testing: FAX It 684-Wi-4 10112 (-P-q05A Date Molded: 9 Job No. Permit No: CiRAMOR DEVELOPMENT INC Client: FANNO CREEK APARTMENTS Project: .-- 125"'2 SW MAIN Sl TIGARD nP Address:. KEYWAY NATIONAL CORP . Contractor: Sub Contractor. ..— LONESTAR NORTHWE",1 Ol 1416;' Concrete Supplier: Truck No. S . STONER 40+ Cast By: Yds. No, RAIN 46 wenit,er, Temp.High: Temp.Low: GARAGFc, A-D FnOTTNGI-,; RUT1,J)TNG A FOOTINGS; RFTAINTN(-7i WAtt Location of Placement: 6 FOOTINGS . 17, -76 Test Time Concrete Temp: 1000 1, 14 " Strength Requirement. PSI(a) day-,Slump---Cement Type 0226 3/41, Mix No./No.Sacks.____ _.­_-----------Avr Content. Max.Aggr—ite AF A Admix,Amount:--- -----Brand Admix.Amount Set Test @ Flegister Date Date Unit Total Area Unit Report No. Days Number Ree'd Test Wt. Load PSI No. 7 2036 1011A 10/19 67,651. 28 .27 231.10 12 28 2036 10114 11/0 28 .27 78 2036 10114 11/01; 28 .27 HOLO 2036 10114 2A .27 r. cc CITY OF TIGARD Remarks: information contained herein is not to be reproduced,except in full,without prior authorization from this office. A - Cot•strion Inspection d Related'Pests Carlson Testing, Inc. uct ' REPORT OF 6 X 12 CONCRETE P.O.Box 23814 —_ –_ _ TEST SP ECIMENS Tigard,Oregon 7281 ASTM C172 AS'f M C39 Phone(503)684-3460 Method of Sampling: Method of Testing: FAX k 684-0954 10/12 `'3 CP-9058 Date Molded: _ Job No. _ Permit No: Client: GRAMOR DEVELOPMENT INC — FANNO CREEK APARTMENTS Project- Address: rojectAddreee: 12572 SW MAIN ST TIGARD OR —� KEYWAY NNTIONAL CORP . -- Contractor: -- _ Sub Contractor:_ LONESTAR 0ORTHWEST 81 144622 Concrete Supplier: — Truck No. Ticket No. S . STONER 40+ — Cast By: Cu.Yds.—_ Load No. _ RAIN 66 46 Weather: --__ Temp.High: -'emp.Low:--- GARAGES _GARAGES A–D FOOTINGS; BUILDING 6 FOOTINGS; RETAINING WALL Location of Placement: 6 FOOTINGG . 2:35 76 --- Test Time _Concrete Temp: 3000 28 3-1/4" Strength Requirement: - _ PSI n days Slump__ —Cement Type 0226 3/4 " Mix No./No.Sacks_ AIr Content— _--Max.Aggregate _ AEA — Admix.Amouit---- _.Brand_ Admix.Am unt Brand Set Test @ Register Date Date Unit Totalp No. Days----Number— Rec'd Test Wt _ Load Area p;;ilt Report 7 2036 10/1 10/1 28 .27 —_ — — 67,651._ _ 2390 12 28 2036 10/1 11/010 28 .27 95,277 3370 _ 32 28 2036 10/1 11/0% 28 .27 96,563 _ 3420 32 HAL 213 2036 — 10/1 28 .27 — 11/09 99,944 ^_ 3540 32 Remarks: cc:CITY OF TIGARD Information contained herein Is not to be reproduced,except in full,without prior authorization from this office. a 70 a >r i Construction Inspection &Related Ucrts Carlson Testing, Inc. X 12 CONCRETE P.O.Box 23814 REPORT OF _ TEST SPECIMENS Tigard,Oregon 972V, + ASTM C 172 ASTM F,jcq Phone(503)684-34(, , Method of Sampling: —_ _ Method of Testing: — FAX#684-0954 10/07 9:A CP-9O58 Date Molded: ' 19- Job No.— Permit No: GRAMOR DEVELOPMENT INC t Client: FANNO CREEK APARTMENTS Project: ,- 12572 SW MAIN ST TIGARD OR � Address: Contractor: KEYWAY NATIONAL AN'S CONCRETE ' -- — —Sub Contractor. ______,---_ LONESTAR 102 140762 Concrete Supplier: — Truck No. --. Ticket No. 5 . 91 � Cast By: __— LEACH Cu.Yds. — Load No. __-_----___.---.-_--- OVER�AST F,R 40 Weather: — _---- — _-- Temp.High:_ __..---Temp.Low:--_ --__- GARAGE #1 SLAG AND FOOTINGS FOR GARAGE #2 AND 3 . Location of Hacement 7:4 5 70 Test Time _._.-_-.-------Concrete Temp: 3000 2R t' Strength Requirement: _.—_ — PSI @— —___.__days Slump___-__ _.__Cement Type 'f1f 226 3/4 Mix No./No.Sacks—____— —Air Content_— Max.Aggregate a G' Amo Admix.Set unt.Test Register Brand Date Date-4A UnitAm unt 'Total Unit Report No. Days Number Rec'd Test Wt. Load Area PSI No. < 7 1934 10/08 10/1 28 .27 54_.5 2(1 28 1934 10/O 11/0 82, 127 28 .27 2910 28 '°^`'' 28 1934 10/O v 11/04 83,293 28 .27 -950 28 1� HOLD 56 1934 10/0 T�- -- 87,684 28 .27 3100 64 7yy i at Remarks: cc:CITY OF T I GARD - - KEYWAY NATTONALfiTc ---- — _ ----- – — ---- - Information contained herein is not to be reproduced,except in full,without prior authorization from this office. 1 7,77 N• Construction Inspection &RelatedI gists Carlson Testing, Inc. REPORT OF 6 X 12 CONCRETE -TEST SPECIMENS P.O.Box 23814 Tigard,Oregon 972n1 Method of Sampling: ASTM C172 ASI M C-39 Phone(503)684-340" Method of Testing: FAX ri 684-0954 10107 CP-9058 Date Molded: 19 Job No. Permit No: Cllent� GRAMOR DEVELOPMENT INC Project: FANNO CREEK APARTMENTS Address: 12572 SW MAIN ST TIGARD OR KEYWAY NATIONAL Contractor: Sub Contractor: Concrete Supplier — LONESTAR 102 140762 Truck No.----Ticket No. Cast BY: S . LEACH 9 1 Cu.Yds.—_Load No. OVERCAST Weather: Temp.High: 68 40 — Temp.Low: GARAGE #1 SLAB AND FOOTINGS FOR GARAGE Location of Placement: #2 AND 3 . 7:45 70 Test Time Concrete Temp: Strength Requirement: 4000 2R 51- PSI(a days Slump Cement Type Mix No./No.Sacks--- 226 3/4 Air Content Max.Aggregate Admix./',mount:-- --Bran Admix.Am unt: Set Test @ Register Date Date Unit Total —Brand: Unit Report No. Days Number Rec'd Test Wt. Load Area PSI No. 7 1934 10/0 10/1-1 28 .27 9 4 52IL---__1930_ __10 27 127 28 . 28 1934 10/0 11/0 82, 1 — 2910 28 28 1934 10/0 11/0 7 83,293 28 . 2930 28 HOLE 1934 10/0 56 12 0 28 .27.27 Remarks: cc:CTTY OF TIGARD Information contained herein Is not to be reproduced,except in full,without prior authurization from this office. 7 o r•yy, ,, Mej�wnw- "Mr VM "�11�M' 77 i Construction Inspection d Related'tests Carlson Testing, Inc. 6 X 12 CONCRETE O.Box 23814 REPORT OF TEST SPEGi"RENS Tiyard,Oregon 97281 ASTM C 172 ASTM C30 Phone(503;684-3460 Method of Sampling: _._ Method of Testing. . FAX#684-0954 10107 �,3 CP-0058 Date Molded: ._ _' 19____ ,lob No.__-_ Permit No: GRAMOR DEVEI-OPMENT INC Client: Project:p FANNO CREEK APARTMENT`.=, ------ 12ri72 SW MAIN ST 1 TGARD OR Address: 7 ' KEYWAY NATIONAL >: Contractor: __-- ---�._. _- Sub Contractor I-ONES1 AR 1 02 140762 Concrete Supplier: Truck No. ___ Ticket No. .._.. S . LFACH t Cast By -- __.. __..Cu.Yds.—_-_.— Load No..._—_ OVERCAST 65 40 Weather: _ Temp.High: _-____Temp.Low: Location of Placement: _ GARAGE #1 SI-48 AND FntlT T NGS, FOR GARAGF #2 AND '3 . 7:41 70 -------- _ Test Time Concrete Temp: 3000 Strength Requirement: __ PSI @...- days Slump------- —___ Cement Type 226 :3/4 " r. Mix No./No.Sacks—_T _ __Air Content Max.Aggregate Admix.Amount:—_� _Brand — Admix.Amount.__ _ -----Brand:---- Set __-_Brand:-Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. 7 1934 1 0/0. 10/14 28 .2.7 — — 5A,520 �.-,. 10 28 1934 1.0/0 11/0 28 .27 28 1034 10/0- I 1/04 28 .27 HOL 1934 10/08 2.8 .27 Remarks: c.C:CITY OF TIGARD _.__ Information contained herein is not to be reproduced,except in full, without prior authorization from this office ;1 �.�,,,�,. ,m�A. �.•.w�!Sp.' ,,..,. --•r; .rw -. .,, .,�� N.,p�ywlN,tk'��y�n �' !'"�, 'OM1"m'�'"�6 ,� r+ar" �" �+ "'�..+va r►''.rd*p' r"� i 1.:° °f i 6u� v ,1 s U 9i s44 ilii � wh 7ty t Y✓'������T�uipa, �,%�M r �4 �r aY�+a„ �i�� � ,�y t 'j,�,t�,� -�1�,�k Construction Inspection Related'fesrs 1 Carlson Testii� 6 X 12 CONCRETE P.O.Box 23814 REPORT OF --_ — TEST SPECIMENS Tigard,Oregon 972.81 ASTM C172 ASTM C39 Phone(503)684-3460 Method of Sampling: -______— Method of Testing: ._______ �—_ FAX M 684-0954 10/O6 93 CP-9058 Date Molded: —_ , 19 Job No. Permit No: Client: - GRAMOR DEVELOPMENT INC Project: FANNO ("REEK APARTMENTS Address: 12572 SW MAIN ST TIGARD OR KEYWAY NATIONAL CORP . Contractor: _ _�_ _ Sub Contractor:: LONESTAR NORTHWEST 713 144-302 Concrete Supplier: _—_ - _ Truck No._ --_ -_Ticket No E . BLISC11 20/20 Cast By: __-�.- __- Cu Yds. _ Load No. -_------ _ SUNNY 74 40 Weather: _----_----- - Temp.High:_--_______. Temp.Low: BUILDING 5 Location of Placement: i �0 74 Test Time -_ ...—.---Concrete Temp _ -... -4000 -_-- L Strencrn Requirement PSI(h) (lays Slump _____----_-___Cement Type 0226 "t/4 " l Mix No./No.Sacks _.._ Ai.Content._.._ - Max.Aggregate____-__-__ Admix Amount. ___Brand - _ Admix.Amount:--- _Brand:_ _ Set Test @ Repis}er Date Date Unit Total Area Unit Report — No. Days Number Recd Test Wt. Load PSI No. 7 1837 10 '0 10/1 28 .27 2340 13 28 1897 10/0 11/0B 28 .27 28 1897 10/0 11 /0 28 .27 HOLE, 1897 10/0 28 .27 i Remarks: _ CC :CITY OF T I GAflh ' KEYWAY NATIONAL CORPORATION Information contained herein is not to be reprodt c-,j,except M full,without prior authorization from this office. ksni. � Rj� ..�� rf'.o. 1, �w, q'. kd':• -�,�# A;. _',� 4k :�1V.. •k;yyyr Construction Inspection 61 Related'Pests Carlson 'Testing: Inc. 6 k 12 CONCRETE P.O.Box 23814 REPORT OF _- TEST SPECIMENS Tigard,Oregon 97281 ASTM 0172 ASTM C39 Phone(503)684-3461 Method of Sampling: _ - Method of Testing: -_- FAX M 684-0954 10/06 93 CP-9058 Date Molded: - 19—19 Job No. Permit No: . r Client: GRAMOR DEVELOPMENT INC FANNO CREEK APARTMENTS Project:_ —-- - ------_—� -- -- - 12572 SW MAIN ST TIGARD OR Address: -- - -- - KEYWAY NATIONAL CORP . Contractor: -.— —Sub Contractor: _ - LONESTAR NORTHWEST 713 144302 Concrete Supplier: — . --- Truck No.--_-----Ticket No. - E . BUSCH 20/20 2 -- - - - Cast By: _Cu.Yds. Load No.-� - SUNNY _� - _ 74 40 Weather. _. __ temp.Nigh: -_Temp.Low: BUILDING 5 Location of P'iacement: -- -- - - - 2 : 30 74 Test Time._-__ --__—Concrete Temp:- -- 1000 - 4-3/4" T Strength Requirement: ___- �. PSI ed __days Slump _.-_Cement Type 0226 3/4" 1 Mix No./No.Sacks--. —Air Content— - -. -.Max.Aggregate --.-- i Admix.Amount: —Brand Admix.Am unt -. --Brand: — Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Rec'd Test Wt. Load PSI No_- 7 1897 10/0 10/1. fiE 9 28 .27 2340 8 3 23 1 B97 10/0 11/0B 93,992 28 .27 3320 26 28 1897 10/0 1 1/0B 96,385 28 .27 3410 26 - HOLD -28 189; 10/0 11/0 _ 96,958 28 .27 3430 26 V Remarks: cc :CITY OF TIGARD KEYWAY NATIONAL CORPORATION information contained herein Is not to be reproduced,except In full,without prior authorization from this office. Construction Inspection&F.elaW 'tests Carlson. Testing, Inc. X 12 CONCRETE P.O.Box 23814 REPORT OF _ _ TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: ASTM _C 1 72 Method of Testing: ASTM C39 _ FAX 111684-0954 Date Molded: — 09/30 _ 19 93 Job No. CP- 9058 Permit No; Client: GRAMOR DEVELOPMENT INC Project: FANNO CREEK APARTMENTS _ Address: _12572 SW MAIN ST TIGARD OR Contractor. — KEY14AY NATIONAL CORP . Sub Contractor. r Concrete Supplier: - LONESTARI NORTHWE�•T —_^— Truck No.—__ 263 Ticket No. 143705=15 J . BRYANT 24 1 Cast By: _�� _Cu.Yds..__ —__—_Load No. Weather: __ c UNNY — —._ Temp.High:_830 —_Tem,- Low: 50 Location of Placement: BUILDING C; STEM W,)LLS — -- -- Test Time 2: 30 Concrete Temp:_—_ter_____ Slre, gth Requireant: —.—3000 PSI @—_� days Slump 17'^ i Cement Type Mix No./No.Sack't—_—_ 0 2?6 -Air Content Max.Aggregate 3/4 _ A E.A Admix.AmounC _ _ d_ __ Admix.Am unt:.— ---- _—Brand: Set Test @ v Register Date Date Unit Total Unit Report ! No. Days Number Recd Test "It. Load Area PSI No. 7 1852 1 0/0Z I 0.1r)v 62,87.6 28 .27 2220 — _ 28 1852 10/01 1012R _ 81,395 21 1852 10/0 10/2 .; _— 80,912 _ 227 2860 HOLIC 56 1852 10/0 11/25 28 . ;r Remarks: __.C'C :C I TY OF T I GARD_ _ KEYWAY NATIONAL CORPORATION i Information contair•ad herein is not to be reproduced,except in full,without prior authorization from this office. r. f ir111r�irirf Construction Inspection d Related Festc Carlson Testing, Inc. !, Y. 12 CC�PICf?ETE REPORT OF _ TEST SPECIMENS P.O.Box 23814Tigard,Oregon 97281 m 'in ASTM C172 � Phone(503)884.346(1 Mothod of Sa i g: �_ Method o}Testing: -_ ASTM `-? ' _ FAX p 884-095A mate Molded: 0"130 19 2-{ Job No.— CW-9058 Permit Na Client: GRAMOR DEVELOPMENT INC Project: FANNO CREEK APARTMENTS Address: __ 12572 SW MAIN ST _T I GARD OR - Contractor: ___`KEYWAY NAT IONAI.. CORE' . Sub Contractor: Concrete Supplier: _ LONESTAR NORT HWE 5 T� Truck No._ 2C'j _-_ _Ticket No._�14 3705-15 Cast By: ,I . 8R',ANIT_ _ Cu.Yds.____ 24 _— Load No..1_� �, I c Weather: _ __. _ Y Temp.Fligh:_ Fi0 �__—Temp.Low:. BUILDING STEM WALL`; Location of Placement Test Time __., ._._Concrete"ramp: 3000 c,_1. ,o Strength Requirement: days,Slump Cement Type Mix No./No.Sacks— 0226 _Air Content ®� Max.Aggregate_3/4 Admix.Amount: _Brand• AF 11 Admlx.Am Set Test @ Register Date Date Unit Total AUnit Report _ No.- Days Number Recdrea Test Wt_ Load res PSI No. _ 7 1052 1010 10/07 62,826 :29 .27 28 1.852 10/104 101211 81,395 28 .27 2880 21 2.8 1852 10/0 10/2 { 80,912 28 .27 2860 21 HOLC 56 1.852 10/0 11/25 90,017 28 .2 7 3180 54 Remarks: CC:CITY OF T IGARD KEYWAY NATIONAL CORPORATION Information contained herein is not to be reproduced,except in full,without prior authorization from this office. `t r. Construction Insjbection Related rests Carlson Testing, Inc. REPORT OF 6 X 12 CONCRETE TEST SPECIMENS P.O.Box 23814 -- Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: Tf'!_C 1 72 _— Method of Testing: __. ASTM C'?9 FAX N 684-095t Date Molded: _.—_ 119---l-' Job No.— C—P—`')0`-'rt Permit No: Client: GRAMOR DEVELOPMENT INC' Project: — FANNO CREEK APARTMENTS Address: 12572 Sl,l MAIN `�T TIGARD OR Contractor: _._. KEYI,:,)Y NAT T ONAI-_ CORE' . Sub Contractor:___.. Concrete Supplier: - LONE:-,TOP NORTNWE`•T __- Truck No.___._ 2C' __- Tirket No. 1. 13705 -15 Cast By: J ._BRYANT Cu.Yds._�— 24 Load No. 1 Weather: c,UNNY Ternp.High:_ f<Ci --Temp.Low: 5n 1_._.. Location of Placement: TEM WALL`_ --- -- — — � __ Test Time__=7n Concrete Temp: 7r, ' Strength Requirement: `1000 days Slum r 1 " I 9 Q -- PSI Co, Y P-- Cement Type " Mix No./No.Sacks__ 0226 _ Air Content�.._..` ___-- Max.Aggregate_ Admix.Amount:_ —Brand- AF(' _ _Admix.Am t Set Test @ Register Date Date Ugqit Total AUnit Report No. Deys Number RecArea d Test VMt. Load PSI No. 7 1852 10/0 10/0 62,82.6 7 2220 6 28 1.852 10/0 10/2 . 28 ,27 '8 1852 10/x! 10:' < 28 .27 H01_ 1852 10/01 28 .27 Remarks: _ cc'C I TY_ OF T_I GAPD KEYWAY NATIONAL CORPOP,ATTON —_-- -- ---�— Information contained herein is not to be reproduced,except in full,without prior authorization from this office. t, �.•Y..f1il•:NJNNI�WMO/Fb4TMfW.a�kt, f����y�:Qay(t,YMyl': ... . -.. . +a +'{.{: 4 w r 'WMMMxrW. a � y��1 iR .._._.... _......-...n '+ 111WirWw '�"G�" ��'1" y'�+• I { Constructiim In lvairm d'Related Testa Carlson Testing, Inc. 6 X 12 CONCRETE P.O. Box 23814 REPORT OF _ TEST SPECIMENS Tigard,Oregon 97281 Phone(503)884-3480 Method of Sampling: _ ASTM C 172 Method of Testing: ASTM C39_—_ FAX p 884-0954 09/28 93 CP-9058 Date Molded, — 19 Job No._ Permit No: Client. _ GRAMOR DEVELOPMENT INC Protect. _— FANNO CREEK APARTMENTS 12572 SW MAIN ST TIGARD OR Address: KEYWAY NATIONAL CORP . Contractor: Sub Contractor. LONESTAR NORTHWEST 111 1'33051 Concrete Supplier: I_ --_ Truck No. --------Ticket No S . STONER 20+ 1 Cast By: —Cu.Yds.— Load No. SUNNY +? 45 Weather: _ _ �.�_ Temp.High: Temp.Low: BUILDING 1 STEM WALLS. Location of Placement: 12' 35 ?5 Test Time T __Concrete Temp: 3000 28 4-3/4" * Strength Requirement __ _ PSI @ days Slump ____Cement Type_v p it Mix No./No.Sacks 0226 _Air Content Max.Aggregate __— *SANDY MIX AEA Admix.Amount ----Brand — _Admix.Am tint:__. _Brand: Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. – 7 1803 09/3 10/0 _ 54F893 _ 78 ' ? .. _.2290 _ 5 28 1803 09/3 10/2S 99,351 3510 19 28 1.803 09/3 10!2 96,167 -'? 400 19 HOL_ 28 180? 09!;M 10/26 97,967 "3 '? 470 19 Remarks: cc :CITY OF TIGARD KEYWAY NATTONAL CCIRPORATION _ Information contained herein is not to be reproduced,except in full,without prior authorization from this office. . .. .:itt.'"'�µw'.'T!{'!'.P".y., ::ni" - , 1pt1.R Ry,H•"Snr. k. N"�d n ., Ftt� w..r,-�y. �°,' ". ^u 'jne,f e.yy'Jh" !�A'. � •',n o ^. 1 _iR t k t I "r Construction Inspection&Relayed Teats Carlson Testing, Inc. 6X 12 CONCRETE P.O.box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97281 A'�TM C 1 72 ASTM C39 Phone(503)684-3460 Method of Sampling: .—___— Method of Testing: _ FAX#684-0954 8 3 CP-9058 Date Molded: 0`-x/2 .__' 19 9Job No.. Permit No: Client: _ GRAMOR DEVELOPMENT INC Project: FANNO CREEK: APARTMENTS — Address: _ 12572 SW MAIN ST T I GARD OR Contractor: KEYWAY NATIONAL CORP . -- Sub Contractor: LONESTAR NORTHWEST 111 133051 Concrete Supplier: _ -- —_ Truck No._— Ticket No. Cost By: S • STONER 20+ 1 Y —Cu.Yds.—�— __--Load No. SUNNY 85 45 Weather: _ — — Temp.High:_-- _Temp.Low: BUILDING 1 STEM WALLS Location of Placement K C Test Time 12 �J______.._Concrete Temp: �—7 _ N� K, 3000 28 4—.;/4 "* Strength Requirement: PSI @ —.days Slump _____Cement Type 0226 3/4 Mix li No.Sacks —Air Content.— _ Max.Aggregate *SANDY MIX AEA Admix.Amount:_._ _—Brand _— _Atimix.All unt:_ Brand:_— Set Test @ Register Date Date Unit Total Area Unit Report F No_ Days Number Recd Test Wt. Load PSI No. 7 — 1803 09/3 10/05 �6.4,H03 28 .27 28 1803 09/3 10/26 28 .27 28 1803 09/i 10/2, 28 .27 HOLO 1803 0`x/3 28 .27 i' i Remarks: __-cc :CITY OF TIGARD KEYWAY NATIONAL CORPORATION i [Infctimation contained herein is not to be reproduced,except in full,without prior authorization from this office. .1. 1 •,.7 vW , Construction Inspection cf Related Cests Carlson Testing, Inc. 4, REPORT OF 5 X 12 CONCRETE P.O. Box 23814 TEST SPECIMENS Tigard,Oregon 97281 _-- - -_— - — -- --- - -- Phone(503)684-34611 Method of Sampling: _______---. Method of Testing: _-_ �`: LM _gQ FAX H 684-0954 Date Molded: __ 09/23 _, 19_93_ Job No,(_P=R_ Parmit No: Client: __--GRAMORFV 9PME. 111 TNC—_--..__._.�_ t Project: FANNQ_CREEK A?ARTMENIS- - — --- - - — ---- --- Address: __12 72- SW r A.1 5I TIGARD ---- -- __.- - -- — -- -- Contractor. _KEYWAY. NAT l'1I _NAL LQR • _—----Sub Contractor Concrete Supplier: NQRT—H-C'L Truck No. Ticket No, Gast By: ___ Q •_ KASTEL— _�____. ..Cu Yds Load Not_ Weather. ___ 5IJNNY _ _..__. ------.----_---- Temp.High.__7q------Temp.Low.__36___.._ Location of Placement: FOOT T NG S BU T.L D T NG Test Time!2 4 _._-.--___--Concrete Temp:--_-7? Strength Requirement: __— 3000 PSI at __ _ __-_ days Slump --___--Cement T eT__ Yp - f n Mix No./No.Sacks—._3000 Air Content______ __�.__.__-___—______Max.Aggregate. 3/4 Admix.Amount:_ Brandi')/AEA Admix.Ami unt—__ Brand:_ Set Test @ Register Date Date Unit Total Area Unit Report 1 No. Days Number Recd Test Wt. Load PSI No. 7 1 727 09/24 99/30 28 1727 09/24 10/21 97,552 2S 27 3450 16 28 1 727 0Q/?n 10/-"'i 96,859 28 27 3430 16 HOLD 1727 OQ/?_4 103,380 28 .27 3660 16 Remarks: K,EYWA1r NAT I ONAI- CnRPnpAT T SPI 1-0 3 G AIL^NS_OF-I.1A T ---1JAF_-Afi M_ D_- Information contained herein is not to be reproduced,except in full,without prior authorization from this office. a� i' Construction Inspection Related Festa Carlson Tesd n� , Inc. REPORT OF 6 X 12 CONCRETE TEST SPECIMENS P.O.Box 23814 - Tigard,Oregon 97281 Phone(503)684-3460 ■ Method of Sampling: -.— ASTM r17 21 Method of Testing: _— ASTM r39 — FAX M 684-0954 Date Molded: — 0921 _ 19.19._.23Job No._—CP-9058 Permit No: ■ chb;c# — GRAMOR DFVFI OPMFNT INC - _- --- ----i_--- ---a-- Project: FANNO CREEK APARTMENTS _- ■ Address: 12572 SW MAIN ST TI ,ARD OR 1 Contractor: KEYWAY NATIONAL ('ORP Sub Contractor:_ Concrete Supplier:—LONES TAR No THWEST —.— Truck No. 7056 --_Tickef No. Cast By: —__ Q . KASTEL Cu.Yds.. 10 ^--Load Nos..—__.- Weather: -- SUNNY y-- _ Temp.High:79._____.._..Temp.Low: 36 Location of Placement:FOU T I NGS BU t L D I NG -- --'— —__�� Test Time 1�4 C'—__�— --Concrete Temp:-_-..-72 Strength Requirement. _— 3000 PSI d) da' 5 i Slum T P-- Cement Type —_ • Mix No./No.Sacks_—_ 3000_-- _____._Air Content_ Max.Aggregate__ 3/4___ Admix.Amount: i-EA Admix.Amount-- Set Test @ Register Date Data Unit Tot'll Unit Report No. Days Nurr bar Recd Test Wt. -- Loa d Area PSI No.— 7 1727 09/2.4 09/30 8 27 28 1727 09/24 10/21 8 „27 28 1 727 09/24 10/2?1 g .27 HOLD _---- 1727 09/24 >j .2 Remarks: GC:rT TY OF TII:A13I� KEYWAY NATIONAL CORPORATION -- + (, -1-04_ALL INS OG.m--WAT1ER --- Information contained herein is not to be reproduced,except in full,without prior authorization from this office. o-.a . ti. ,. .� , 1 Construction Impection d Related'Tests f Carlson Testing, Inc. REPORT OF 6 X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 — - .— Tigard,Oregon 97281 Method o1 Sampling: ___ LST M C 1 7:' Method of Testing: _._._ASTM C39 Phone(503)684-3460FAX ff 684-0954 Date Molded: O9/22 -' 19 93 Job No.. CP-•905R Permit No: _ Client: GRAMOR DEVELOPMENT INC CREEK K APARTMENTS ) Project: — Address: ._.--_1.2572 SW MAIN ST T I GARD OR Contractor: KEYWAY NATTONAL TORP ._ Sub Contractor: Concrete Supplier: LONFSTAR NOf�'THI•JF�T ^_ Truck No,_^7112_ Ticket No. 142944— ; Caste : ____ M_LLARSON 10 1 Y •-----__Cu.Yds.--- Y.Load No. Weather: _,_—._e SUNNY Temp.High: 7F_ Temp.Low: Location of Placement: R E T A T N T NG WALL 02 ----- ___.--_ Test Time-2 2, 4 0 —_Concrete Temp Strength Requirement: — 30/10 _ PSI @ `�O _days SlumpCement Type T Mix No./No.Sacks _ 726 Air Content___.._. 4 --Max.Aggregate.__, 3/4 Admix.Amount:___._ — —_-Brand IJ/AFA _ Admix.Am unt:— `—Brfand:_____ Set Test @ Register Date Date Unit Total ArUnit Report — No. Days Number Recdea Test Wt. Load PSI No. — 7 1714 09/23500 nca!2 8 _ _ 2$ •?� 3840 2 ` 29 1 '714_ OQ/23 10/2 147,680 29 27 5220 13 7g 1714 —09/23 1.0/26 __. 146,690 --')g .27 5190 .13 HOLD 28 _ 1.714— Oo 23 in/20 14 7,340 , 77 5210 13 Remarks: _ rr-CITY_ OF TI�ARC? KEYWAY NATTONAL COPPrPAI TOP! Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Cmutruction Inspection&Related Tata Carlson Testing, Inc. P.O.Box 23814 REPOR_T_OF 6 X 12 CONCRETE_ TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 k Method of Sampling: ASTM C172 Method of Testing: ASTM C 39 FAX M 684-0954 Date Molded: — 09/22 19 93 Job No. CP 9058 Permit No: Client: GRAMOR DEVELOPMENT INC Project. ___ FANNO CREEK APARTMENTS Address: 12.572 SW MAIN ST TIGARD OR Contractor: — KEYWAY NATIONAL CGRP_ __Sub Contractor. Concrete Supplier: LONESTAR NORTHWEST Truck No._..__-711� TicketNo.— 142944 Cast By: —_ M . L ARSON- --___---_. Cu.Yds. __.. _ 10__._.-.._..__--_—Load No. Y Weather: SUNNY ___.__._..___- ---- —_ Temp.High:�.7f_.___-_... ._Temp Law: _..._. ;R------ Location of Placement: RETAINING b1ALL Test Time_1.?:40 —Concrete Temp:_ 73 Strength Requirement: _— 300C PSI @ 28 days Slump.4—1 14 _Cement Type I 0726 .4� 3,/4 " Mix No./No.9acka -- -- Air __ Mex.Aggregatr+_��_ _— i Admix.Amount:. Brand, lJ!AEA _—Admix.Amount: Set I Test(u) Register Date Date Unit Total Area Unit Report No. Days Number Rec'd Test Wt. Load PSI No. 7 1714 09/23 09!2' 108,500 28 .27 3840 2 28 1714 09/23/2 - 28 .27 28 1714 09/231 1017.. 28 .27 HOLD 1714 09/23 28227 Remarks: __.sc=QITY_4E. T r ��—- -- — — ----------- KEYWAY NATIONAL CORPORATION t Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection d Related Cests Carlson Testing, Inc. .w F, X 1.? CONCRETE TEST SPECIMENS P.O. Box on 97 14 REPORT OF __ _____�....�.__— Tigard,Oregon 97281 —� Phone(503)684-3460 f?STM c717.1 _ Method of Testing: _._ ASTM C39 FAX k 684 0954 Method of Sampling: —___ _.�__-____ __._..___ g: n 9/ O22a't �gSS Date Molded; _.._ — -- 19_—:._ Job No. Permit No: Client _ _ GRAMOR C1EVE1..0PMFNT INC Project FANNO CREEK APARTMENT`, Address: 12572. SW MAIN $T TIGARD OR Contractor, _____ KFYWAY NAT I r tNAI CORP -.----Sub Contractor. l ONFc.TAP NnRTHWr�T OPA ] 42.725-15 Concrete Supplier: - Truck No._ Cast By H . PAY f�N __C. "d- — 10 Load No 1_-------- - i - Weather. ';(.INNY/OVERCAST _ ____ Temp.High: 7h, --Temp.Low Location olPlacement: RETAINING WALI.. AT LARGE FTP TPFF Test Tlme 12,00 --.---Concrete Ternp: 7" T Strength Requirement: nnn PSI @ Slump—_ Cement Type Mix No./No.SAckr __. 0226 ____Air Content __ _ Max.Aggregate -----..-------_-.-._-._ } Admix.Amount __ _ _ Brand cl"IPF RPL(" TTr Admix.Amount:_. __ __ Brand. Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. 7 101,90 09/?2 Oq/27 76,313 "t 2700 1 #' — -28 16.90 09/22 1011 R 1.24,01) 8 .27 4390 0 19,180 4220 11?F169 i H01. 0 1600 1.20,390 709 .2' 4760 1 l t 0 ".,A KEYWAY NA*'TONAL CORPORATION r a Information contained herein I&net to be reproduced,except in full,without prior authorization from this offi-P. 71 a — nr" i Construction Ins]p ;:tion d Related'Festa Carlson 'Testing, Inc. REPORT OF 6 X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 . __— Tigard,Oregon 97281 Phone(503)684-3460 ASTM C172 ASTM C39 FAX M 684-0954 Method of Sampling: _ _ Method of Testing: Date Molded. ,_ 09/20 19 91 Job No.CP-9058. Permit No: —_ Client GRAMOR DEVELOPMENT INC' Project- F ANNO CREEK APARTMENTS Address: 12572 SW MAIN ST TIGARD OR Contractor: KEYWAY NATIONAL. CORP .-----Sub Contractor:-_ Concrete Supplier: LONESTAR NORTHWEST Tru<kNo._nF;4 __ ---_-._—Ticket No. 142725-15 Cast By: __ H . PAYSON —_e Cu.Yds.___ 1 _ -----Load No, l Weather: SUNNY/OVERCAST 4 4 — ------------ — — Temp.High: 7��`-- --. 1emp.Low:-- t ocation of Placement: RETA I N T NG WALL AT LARGE FIR TREE Test Time_.L2 00 Concrete Temp:.._-._._73 11 ' 000 Strength Requirement: PSI @ 28 days Slump Cement fype I / " "JixNo./No.Sacks__ 0226 Air Content_. _— —_ Max.Aggregate 4 unt: SUPERPLA'STTC . Admix.Amo _ Brand' ' — _Admiy.Am unt: ---------Brand: Set 1 ^t @ Register Date Date Unit Total Area Unit - Report No. C.,rz Number Rec'd Test Wt. Load I_ _PSI No.. z 7 1690 C-9/22 09/27 76,313 ?8 .27 2700 1 28 1690 09/22 10/18 _8 .27 28 1690 09/22 10/18 R .27 HOLD 1690 09/22 8 .2-7 ( ' ,.. tZ Remarks: _ cc:Q 17Y OF' T IGARD.--. — KEYWAY NATTONAL. CORPORATION Information contained herein is not to be reproducer',excspt in full,without prior authorization from this office. : I r „y, s Construction Inspection Related Tuts Carlson Testing, Inc. REPORT OF 6 X 12 CONCRETE TEST SPECIMENS .O.Box TiTigard,Oregonon 97 97281 : Phone(503)684-3460 Method of Sampling: ASTM C172 Method of Testing: _ ASTM C39 _ FAX#684-0954 Date Molded: 09/16 _, 19___2-3 Job No. CP-9058 Permit No: . Client- GRAMOR_DEVELOPMENT INC Project: — FANNO CREEK APARTMENTS Address: 12572 SW MAIN ST TIGARD OR KEYWAY NATIONAL CORP .Contractor: _ Sub Contractor:- Concrete Supplier: L_ONESTAR NORTHWEST Truck No._- 50 ___TicketNo.—_ 142476-15 Cay t By: R . WHITE -- Cu.Yds 10/10 Load No.1 Weather:'— SUNNY — — Temp.High:_ 78 Temp.Low.____!'6...... 6 ' Location of Placement: FOOTING FOR RETAINING WAIL AT CENTER OF PROJECT ( NEXT TO THE--------, ONLY BIG TREE @ CENTER ) THIS TEST REPRESENTS MIDDLE 1 /q CSF FOOTING Test Time 12' 0 Concrete Temp:— 68 Strength Requirement: 3000 PSI @ 28 clays Slump 4 _—_Cement Type I - a 722(• '3/4, a, Mix No./No.Sacks�_.__=__—.___-__— --Air Content_ — _Max.Aggregate a { -_ -._._--.Admix.Am unt:A__---- f'ti Admix.AmounL• — Brand W/AFA Set Test @ Register Date Date Unit Total Area Unit I Report No. Days Number Rec'd Test Wt. Load PSI No. 7 1596 09/17 09/2.- 65,120 2£1 .27 2300 2 — - 28 1,596 09/17 10/1 --- -------- 28 .27 -- 218 1596 09/17 10/1 HOLD 159(n 09/17 28 .27 J 4' k. , Remarks: c:c�CITY OF TTGARD _._ KEYWAY NATTONAt_ C-(-)RPORATTIIN 4 . i --A15 ) GALLONS OF WATER WAS ADDED @ VAN N5 CONCREIF' 1IFC, PRTQR TO SAMP . ...... NO CONSOt_IDATTON L)FVICF TS BFTNG US17D , St-IPFRVISOR WAS NCITTFTFn Inlormation containers herein is not to be reproduced,except in full,without prior authorization from this office. F: 4, A . 4 Vii, •:� •'.:.. - —.w:..L..+iNpYRNIIyNNWb"F AWf.W',InLy...:...♦. .}.fa':.Y��1'i[YYMM:-'.:� !•J`IMi}��Y.Yi:l".)r'k4'iK�Y—ICIRI�GI'4Wtl�../'�1:17{1'.Y,I{ Constniction Inspection&Rela:-d Tests Carlson Testing, Inc. P.O,Box 23914 Tigard,Uregon 97281 x; Phone(503)684-3460 Q+ : FAX it 684-0954 September 16, 1993 #CP-9058 •r,a: FIELD INSt'ECTION REPORT DATES COVERED: September 15, 1993 PROJECT: Fanno Creek Apartments ADDRESS: 12572 SW Main St. Tigard, OR INSPECTOR: J. Woolf #486 i 09-15-93: CTI representative checked rebar for wall footings at 1 east property lines for four foot through eight foot tall walls and i for garage wall. Found rebar conforming to job drawings. Indicated wall line for vertical dowels appeared out of position; however co,ntl7actor stated that wall line and dowels in appropriate position per detail 6/A-28. Cast one set of four 6 x 12 concrete test cylinders. Slump was 4j ", the air content was 5 .9%. Location of footings was between buildings 1 and 2 . Our report13 pertain to the material tested/inspected c :).ly. Information contained herein is not to be reproduced, except in full., without prior authorization from this office. If there are any further questions regarding this matter , please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTIN NC. J \ 4 Douglas W. Leach President JW/rat cc: Gramor Developrlient Inc . City of Tigard Keyway National Corporation ,d a <<{{ nn FI Gln _ I Construction Inspection&Related Teats Carlson Testing, Inc. REPORT OF 6 X 12. CONCRFTF•- TEST SPECIMENS P.O.Box 23814 — �— Tigard,Oregon 97281 ASTM C'1 72 Phone(503)684-3460 Method of Sampling: __— __..___.. Method of Testing: �-_ A.. TM C'39 FAX#684-0954 Gete Molded: 09/l 6 19_ 9 i Job No.�CP`�05�3 Permit No: -- 1 5 � Client GRAMOR DE VELOF'MENT INC NNO CREEK APARTMENTS Project FA -�-_. Address: 12572 EW MAIN F,T TIGARD OR ?. KEYWAY NATIONAL CORP . Contractor __ — Sub Contractor: Concrete Supplier: L-ONESTAR, NORTHWEST Truck No. 50 __-___ Ticket No _. 14;_476_1 r R . WNITF Cast By: _ _ �._ Cu.Yds. 1.0/10 Load No. 1._--- -- ---- - SIJNNY 7F� c F, t Temp.High:_._.._ Temp,tow:_ ,,,, Location of Placement: FOOTING- FOR RF.TATNTNG WAIL AT CENTER OF PROJECT ( NEXT TO THF ONI-.Y BIG TREE @ CENTER ) THIS TEST REPRESENTS MIDDLE: 1/3 OF FOOTING Test Time J-1:2'�0 _—_.._Concrete Tern Strength Requirement: __ _;3000 2$ 4 PSI @ _days Slump --_.__.-_-_--__--- _. Cement Type Mix No./No.Sacks 0226 _Air Content _Max.Aggregate 3/4" Admix.Amount: Brand W/AFA -AdMIA.Am unt:— —Brand: Set Test @ Register Date Date Unit Total Unit Report — No. Days Number Recd Test Wt. Load Aroa PSI No. 7 1596 09/17 09/2._ 65,120 28 .27 2300 2 28 1596 09/17 10/1 ].00,1.00 29 .27 3540 9 28 1596 09/17 10/1 101,880 28 .27 3600 9 _ HOLD - 1596 09/17 101,430 28 .27 3590 9 Remarks: _cc:CITY OF TIGARD _ ( KEYWAY NATIONAL CORPORATTON --�� QAL.L4N_5_Q.E—WA_7_ jNO CONS01_TIDATION DFVTr-.F T:, BEINr, tl�Fh . Sl1PFRVI50R WAS NOTIFTFh Information contained herein is not to be reproduced,except in full, without prior au'rorization from this o lice. r id . �t'` +4�:wi.8filik�:i1'�d'iIF�➢iil .t�yisli►�4:.�.. �'i.:.:: .�.iwrliM'A� •. ..... 1„ Construction InsNction Related Testy! Carlson 'resting, Inc. REPORT OF 6 P.O.Box 23814- X_ 12 CONCRETE TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: ___ASTM__(-.172 _- Method of Testing: __ ASTM ._ — FAX q 684-0954 Date Molded: — 09/1 -9 -, 19--93 Job No. CP-9O58 Permit No: ii V Client- ___GRAMOP nFVFI QPMFNT INC i Project: ------- CRFFK APARTMENTS Address: 12572 S16 MAIN.�L-_ Contractor: _ _.._____XFYWAY-NAT TnNAl _r OBLSub Contractor: Concrete Supplier: ___L_DNESS.AR_N(IRTHI EST _ - Truck No. 1 1 R Ticket No. 12 Cast f Cast By: --- t.___4InnI F - _- -_Cu.Yds. 50+ _ Load No.1__.__ Weather: —T. ClUNNY — Temp.High:__SO _Temp.Low: I _ Location of Placement: RETAINING WALL-FOOT INGS__ALQ1[G,_EAST PROPERTY TNF-BEI.WFEN Test Time -1-� Concrete Temp ?fit _ Strength Requirement. _____300Q _-- PSI @ Z --days Slump 4 1/2" Cement Type 1 Mir No./No.Sacks_ �?2�21_ Air Content-_ 5_.R.%_-----.Max.Aggregate_. 314"-_- Admix.Amount:._---_-- _ Brand _W ____.Admix.Amount:--------Brand: Set Test,a) Register I Date Date Unit Total Area Unit Report _ No. _Days Number Recdea Test Wt. Load PSI No. 11 69,332 28,27 2450 1 5- 89/16 lo/ 110,480 27 39 t0 7 ---- 10/1 — X112,580 _ :8 .27 13980 7 1iOLb__ 1585 09/16 t09,290 28 .277 7 Remarks CC KEYWAY NATIONAL CORPORATION infer oration contained herein is not to be reproduced,except in full,without prior authorization from this office �. Construction Inspection M Reiuted Teats Carlson Testing, In- c. P G.Box 23814 REPORT OF 6 X Jam,_-CONCRETE .TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: ASTM C1 72_..__._.—. Method of Testing: —_�.4ZLLC3�1FAX>1 684-0954 Date Molded: C 9/15---, 19_92 Job No. CP-9058 Permit No: Client: rpAMO1? DEVFI OPMFNT fNC Prolect:—__.SAN 0 CREEK APARTMENTS _-�-- i _� --------- S Address: 1 77-Slei_.11A 1 N 5T _T I GAI :- --r'P- — - -- It; Contractor: _ KEYWAY NAT I ONAl _E.O$p_­„__—__Sub Contractor:_____ — Concrete Supplier: ._ l nNF4IAR__NCIRTHWFST _ _ Truck No._ 1 1 t3_ _.__'ticket No. -- 1 322S6_J_2_ e_ Cast By: T WC1 ll F Cu.Yds.—__.54.f___..______.__—_Load No.1_.___� x. Weather:—_— I`1NY _ � _ Temp.Iligh:...__.$0_____._Temp.Low: 53 ______ Location of Placement: RETA.TNLNG W_ALL_EOOTINGS ALONIG---EA`,zL '�B.(1PE_RTY LINE BETWEEN RUILDINGS 1 & 2 Ij Test Time Z-15___________—_Concrete Temp_78 'i Strength Requirement -- 3000 _ PSI @_28 days Slump.4 1/2"" Cement Type I a Mix No./No.Sacks_ X22 ___.____.____—____Air Content_ `I _�__ Max.Aggregate_ i x Admix Amount:___ _Brand: Admix.Ami unt _Brand: Set Test @ Register Date Date Unit Total Area Unit Report P No. Days Number Recd Test Wt_ Load _ PSI No. _ -9 _ 69,332 2450 - 128 _ 0 10/1 —28 .27_ __. fN 1585 09/16 10 28 .27 HOLD 1585 _ 09/16 28 .27 I i Remarks: _.0 r t T v DF T CARD KEYWAY NATIONAL CORPORATION Informa!;cn contained herein is not to be reproduced,except in full,with,)ut prior authorization from this office. Mlrwl.�sr.«.... .�. ..s„y�pr,,,'k _ MU�xNIf�AMq�NIRi}IMM�1W1t i , a �I` �I�i i Y x`•11 1