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Report (689) Construction Inspection & Related Tests Carlson Testing, Inc. r r � A I� J � Geotechnical Consulting REPORT OF PR ISMS TEST SPECIMENS JUN 0 7 2000 P.O. Box 23814 111;C 21 Tigard, Oregon 97281 Test Methods: 3 : _ • - 503) 684 -3460 •IP • 684 -0954 05/05 00 T9902536A RUP1999. 00>'`34/005 Date Molded: 20 Job No. Permit I o: U t __ ----' Client: I'F:CHT DEVELOPMENT INC - BOB BURNS Project: TIGARD CORPORATE CENTER - BLDG B 12259 SW 69TH TIGARD OR Address: BAUGH CONSTRUCTION CO Contractor: Sub Contractor: Concrete Supplier: MORSE BROTHERS INC - QUAL IT 688555 Truck No. 312 Ticket No. G . WATSON Cu. Yds. 10 OF 13 Load Not Cast By: CLOUDY 47 Weather: Temp. High: Temp. Low: GENERATOR INCLOSURE WALLS Location of Placement: 8 : 01 62 Test Time: Concrete Temp: 1500 28 10" I & I Strength Requirement: PSI @ days Slump Cement Type 20GF Mix NoJNo. Sacks Air Content Max. Aggregate Admix. Amount: Brand: _ Admix. Amount: Brand: Set Test@ Register Date Date Total Area Unit Report Tested rea No. Days Number Rec'd Test Load PSI No. By 1 7 1563 05/08 05/12 .126,440 64.43 1960 AF 28 1563 05/08 06/02 156,780 64.81 2420 WR 28 1563 05/08 06/02 162,240 65.42 2480 WR Remarks: /,i . ,---' ,.. .", c:r.:: CITY OF TIGARD BUILDING f.)E('T BAUGH CONSTRUCT ION CO / '�/ :., J ...- I .RS ARCH I ACTS VI .MK Reviewed by: i\ . . . . . . Carlson Testi RECFTV a ction Inspection & Related Tests ng , Inc. Geotechnical Consulting JUN 1 2 2000 REPORT OF 6X12 CONCRETE TEST SPECIMENS BY: P.O. Box 23814 ASfM C172 /C1231/C39/C31/C1064/C14:3/L 31 Tigard, Oregon 97281 Test Methods: Phone (503) 684 -3460 FAX # 684 -0954 Date Molded: 05/10 20 00 Job No. t 9902536A Permit No: SUP 199900234/005 01 Client: S1'ECHT DEVELOPMENT INC -• BOB BURNS Project: TIGARD CORPORATE_ CENTER - BLDG 8 Address: 12259 SW 69TH TIGARD OR Contractor: BAUGH CONSTRUCTION CO Sub Contractor: Concrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No. 207 V 183 632 Ticket No. Cast By: D . V I C K Cu. Yds. 11 Load No ). CLOUDY 42 Weather: Temp. High: Temp. Low: GENERATOR SLAB Location of Placement: 7:40 6 1 Test Time: Concrete Temp: 3500 28 4 1/2" 1 Strength Requirement: PSI @ days Slump Cement Type 3510AVR 4.4% Mix NoJNo. Sacks Air Content Max. Aggregate Admix. Amount: . Brand: _ Admix. Amount: Brand: Set Test@ Register Date Date Total Area Unit Report Tested rea No. Days Number Rec'd Test Load PSI No. By 7 ' 1632 05/11 05/17 74,800 28.2.5 2650 AF 14 1632 05/11 05/24 92,700 28.25 3280 AF 28 1632 05/11 06/07 103,480 28.2.5 3660 WR 28 1632 05/11 06/07-105,280 28.25 3730 WR Remarks: cc: ?<CI.TY OF TIGARD BUILDING DEPT / /i?. 13AUGH CONSTRUCTION CO ,/:/ � I...RS ARCHITECTS L,v V1..MK Reviewed by: ' A' ^ORATORY M A N A G R Carlson Testing, Inc. Construction In & Related Tests Geotechnical Consulting REPORT OF X) 2 CONCRETE TEST SPECIMENS P.O. Box 23814 ASTM C172/C1231/C39/C31 /C1064/C143/C231. Tigard, (5 3) 684 -346 Test Methods: Phone (503) 684 -3460 FAX # 684 -0954 Date Molded: 05/10 , 20 ()0 Job No. 1.9902536A Permit No: BUF' 1.979• • 00234/005 07 Client: SF'FC DEVELOPMENT INC - FIOB BURNS • Project: F 1(.iARO CORPORATE CENTER -- BLDG 8 �FC�F�'�T�F'' Address: 12 SW 69TH TIGARD OR MAY 3 0 2000 FBAUGH CONSTRUCTION CO BY 1 Contractor: Sub Contractor: Concrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No. 201 Ticket No. V)83632 Cast By: D . V 1 C K Cu. Yds. 1 l Load No 1. CLOUDY 42 Weather: Temp. High: Temp. Low: GENERATOR SLAB Location of Placement: Test Time: 7 : 4 t.) Concrete Temp: (.) I 3500 28 4 1/2" 1 Strength Requirement: PSI @ days Slump Cement Type 3510AVR 4.4% Mix NoJNo. Sacks Air Content Max. Aggregate Admix. Amount: Brand: Admix. Amount: Brand: Set Test@ Register Date Date Total Area Unit Report Tested No. Days Number Rec'd Test Load PSI No. By 7 1632 05/11 05/17 74,800 28,25 2650 AF 14 1632 05/11 05/24 92,700 28.25 3280 AF 28 1632 05/11 06/07 28 1632 05/11 06/07 Remarks: cc : 't Cl. fY OF TIGARD BUILDING DEPT .:..-- -., I.iAIUGH CONSTRUCTION CO • -" _--- —r 1_.RS ARCHITECTS VI..MK `,• Reviewed by: - - : .. R . . . .. . .- . .. . , ._ ___..__ ___._.__.. -_ -_._ .. . ....................A—A f.....,..• ;.. f. al ..,ithn,a mini anthnri7atinn from this nfficq. I\ Carlson Testing, Inc. Construction Inspection & Related Tests ] RF-CFIVED 1 Geotechnical Consulting REPORT OF f.3X 12 CONCRETE TEST SPECIMENS MAY 3 1 2000 P.O. Box 23814 Test Methods: ASTM C172/C1231/C39/C31/C1064/C143 BY: Tigard, Oregon 97281 Phone (503) 684 -3460 FAX # 684 -0954 • Date Molded: 04/27 2 t) 00 - Job No. T9902536A Permit No: BUP 1999•...002.34/005 07 Client: SNE.CHT DEVELOPMENT INC - BOB BURNS Project: TIGARD CORPORATE CENTER - BLDG B Address: 12259 SW 69TH TIGARD OR Contractor: BAUGH CONSTRUCTION CO Sub Contractor: Concrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No. 75 T 1 8281 4 Ticket No. Cast By: D . V I C K C u. Yds. 9 OF l ' Load No. t CLOUDY - -- -- -- - !S7 - - -- - - Weather: Temp. High: Temp. Low: FOOTINGS GENERATOR BUILDING. TEST AT FOOT INGS NORTH SIDF. Location of Placement: GENERATOR BUILDING. 12:2(1 66 Test Time: Concrete Temp: 3000 , 8 4" Strength Requirement: . PSI © days Slump Cement Type 3010B Mix No/No. Sacks Air Content Max. Aggregate Admix. Amount: Brand: _ , Admix. Amount: Brand: Set Test@ Register Date Date Total A Unit Report Tested Area No. Days Number Rec'd Test Load PSI No. By 7 12.90 04/28 05/04 74,600 28.27 2640 AF 28 1290 04/28 05/25 94,920 28.25 3360 WR 28 1290 04/28 05/25 93,740 28.25 3320 WR 28 1290 04/28 05/25 95,940 28.25 3400 WR Remarks: cc:: K( =I fY OF TIGARD BUILDING DEt'f / ,' t3AUGH CONSTRUCTION CO � �' / " L..RS ARCHITECTS s "V VI_MK /. Reviews by: `'` , ,,:fi:,.,�A�tF _ . . . .. ... _... _. _ ..e ._., __, ._s___.:"....,"...•..,.....+ ti.....:.. t......, r„ 1,n .on.n.inro`i ovront in full withal t nrinr a uthori zation from this office.