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Report (574) Carlson Testing, Construction Inspection &Related Tests ng, Inc. Geotechnical Consulting REPORT OF6X I CONCRETE TEST SPECIMENS P.O. Box 23814 A STM C172/C1231/C39/C31/C1064/C143 Tigard, Oregon 97281 Test Methods: Phone (503) 684 -3460 FAX # 684 -0954 Date Molded: 08/17 , 19 99 ,lob No. 99 -2536 Permit No: BUP1999-00234 :3Iient: SPECHT 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. 209 T icket No. T- 162635 Cast By: T T . K AS TEL Cu. Yds. Y? 165 Load No I CLEAR 85 68 Weather: Temp. High: Temp. Low: TYPES 1, 2, 3, 4, 5, 6 FOOTINGS Location of Placement: 90 Test Time: Concrete Temp: 3000 PSI @ 28 days 5,. Cement e Strength Requirement: y p Type 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 II 7 8619 08/18 08/24 64,280 28.27 2270 BM 28 8619 08/18 09/14 86,120 28.27 3050 DM 28 8619 08/18 09/14 85,700 28.27 3030 DM . , Remarks: cc: CITY OF TIGARD BUILDING DEPT BAUGH CONSTRUCTION CO LRS ARCHITECTS VLMK 7;- Reviewed by: < < Laboratory Supervis ". . . . .. . .. • - - -•_• .. • ,_ . _.. ... .4 .4 1'n edi udthn, It nrinr mdhnrhotinn fmm thin office. Carlson Testing, Inc. Construction Inspection & Related Tests Geotechnical Consultin3 REPORT OF6X12 CONCRETE TEST SPECIMENS P.O. Box 23814 Test Methods: ASTM C172/C1231/C39/C31/C1064/C143 Tigard, Oregon 97281 Phone (503) 684 -3460 FAX # 684 -0954 Date Molded: 08/17 , 19 99 .lob No. 99 -2536A Permit No: BUP1999-00234 Olient: SPECHT 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. 209 Ticket No. T- 162635 __ Cast By: T . KAS TEL Cu. Yds. 117 OF 165 Load No 1 1 CLEAR 85 6 Weather: Temp. High: Temp. Low: TYPES 1, 2, 3, 4, 5, 6 FOOTINGS Location of Placement: 90 Test Time: Concrete Temp: Strength Requirement: 3000 PSI @ 28 5 a days Slump Cement Type 30108 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 II 7 8619 08/18 08/24 64,280 28.27 2270 BM 28 8619 08/18 09/14 28 8619 08/18 09/14 Remarks: cc: CITY OF TIGARD BUILDING DEPT BAUGH CONSTRUCTION CO LRS ARCHITECTS VLMK , Reviewed by: • _�_. ._ .�_ _..•...:.,1 •....•.. •..A n.. I.. I..{nr.nelinn rnnloinnri harain is nnt fn ha ranrfl illl:aft. AYCRnt in ull. without odor authorization from this office. Carlson Testing, Inc. Construction Inspection & Related Tests Geotechnical Consulting REPORT OF6X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 Test Methods: ASTM C172/C1231/C39/C31/C1064/C143 Tigard, Oregon 97281 Phone (503) 684 -3460 FAX # 684 -0954 Date Molded: 08/17 . 19 99 ,lob No. 99 -2536A Permit No: BUP1999-00234 Client: SPECHT DEVELOPMENT INC - BOB BURNS Project: TIGARD CORPORATE CENTER - BLDG B Address: 12259 SW 69TH TIGARD OR Contractor: BAUGH CONSTRUCTION CO Sub Contractor: ROSS ISLAND SAND & GRAVEL 208 T- 162599 Concrete Supplier: _ _ — _. _________. — ._.__ Truck No. _ __Ticket No.__. Cast By: T . KASTEL Cu. Yds. 22 OF 165 Load Not CLEAR 80 62 Weather: Temp. High: Temp. Low: TYPES 1, 2, 3, 4, 5, 6 FOOTINGS Location of Placement: 89 Test Time: Concrete Temp: 3000 28 3" I Strength Requirement: PSI @ days Slump Cement Type 3010B 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 I 7 8620 08/18 08/24 77,670 28.27 2750 BM 28 8620 08/18 09/14 28 8620 08/18 09/14 Remarks: cc: CITY OF TIGARD BUILDING DEPT BAUGH CONSTRUCTION CO LRS ARCHITECTS VLMK / Reviewed by: • .. _ ___.___..__._.e ._... ..t.. ,...s......,..,4;„, ,,,...,;......4 ti,,,nin i • nm t� ha ranrnri,irorl avrant in fii withn, nrinr authorization from this office. Carlson Testing, Construction Inspection &Related Tests ng, Inc. Geotechnical Consulting REPORT OF6X CONCRETE TEST SPECIMENS P.O. Box 23814 A STM C172/C1231/C39/C31/C1064/C143 Tigard, Oregon 97281 Test Methods: Phone (503) 684 -3460 FAX # 684 -0954 Date Molded: 08/17 , 19 99 Job No. 99 -2536 Permit No: BUP 1999 -00234 Client: SPECHT 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. 208 T icket No. T- 162599 Cast By: T . K AS TEL Cu. Yds. 22 OF 165 _ Load No? CLEAR 80 62 Weather: Temp. High: Temp. Low: TYPES 1, 2, 3, 4, 5, 6 FOOTINGS Location of Placement: Test lime: Concrete Temp: $ 9 3000 PSI @ 28 days Slump Cement Type Strength Requirement: y p yp 301 0 B Mix No./No. 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 I 7 8620 08/18 08/24 77,670 28.27 2750 BM 28 8620 08/18 09/14 96,320 28.27 3410 DM 28 8620 08/18 09/14 98,600 28.27 3490 DM Remarks: cc: CITY OF TIGARD BUILDING DEPT BAUGH CHNTECTSTION CO LRS ARCHITECTS / /' VLMK l Laboratory Supervisor Reviewed by: • . . .. ._ _ _.: _ ___._ .J s..... ;.. •...'..• • . f.........1 nn fin h 111 withni rt nrinr al dhnri,atinn from this office. Main Office Branch Office P.O. Box 23814 4060 Hudson Ave., NE Tigard, Oregon 97281 Salem, OR 97301 Carlson Testing, Inc • Phone (503) 684 -3460 Phone (503) 589 -1252 FAX (503) 6840954 FAX (503) 589 -1309 August 19, 1999 99- 2536A.CTI Permit No. BUP1999 -00234 FIELD INSPECTION REPORT DATES COVERED: August 17, 1999 PROJECT: Tigard Corporate Center — Building B ADDRESS: 12259 SW 69th — Tigard, OR INSPECTOR: T. Kastel 1 D. Leach, COP#360 / WABO (LEA 42 3399) 08- 17 -99: CTI representatives, T. Kastel and D. Leach, were onsite for a continuous rebar and concrete inspection. This inspector checked rebar and monitored concrete pour. Rebar was checked for all #3, #4, #5 and #6 type interior footings, and type #1 and #2 exterior footings. All rebar was per the builder's approved plans and specifications. A total of (165) cubic yards of Ross Island mix #3010B, 3000 psi with 3 /4" aggregate, was used. Two sets of three 6x12 cylinders was made. 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. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING INC. Doug WpitESIMENT President TK/DL:jp cc: Specht Development Inc — Bob Burns City of Tigard Building Dept Baugh Construction Co LRS Architects VLMK 99- 2536A.fr Carlson Testing, Inc. Construction In &Related Tests Geotechnical Consultin3 REPORT OF 6X12 CONCRETE TEST SPECIMENS P.O. Box 23814 Test Methods: ASTM C172/C1231/C39/C31/C1064/C143 Tigard, Oregon 97281 Phone (503) 684 -3460 FAX # 684 -0954 Date Molded: 08/20 , 19 99 BUP1999-00234 ,lob No. 99 -2536A Permit No: Client SPECHT DEVELOPMENT INC - BOB BURNS Project: TIGARD CORPORATE CENTER - BLDG B Address: 12259 SW 69TH TIGARD OR BAUGH CONSTRUCTION CO Contractor: Sub Contractor: Concrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No. 74 T- 163020 Ticket No. Cast By: T . KASTEL Cu. Yds. 3 OF 3 Load Not CLEAR 80 62 Weather: Temp. High: Temp. Low: ELEVATOR PIT WALLS Location of Placement: 90 Test Time: Concrete Temp: 3000 28 3" I Strength Requirement: PSI @ days Slump Cement Type 3010B 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 I 7 8754 08/21 08/27 92,440 28.22 3280 BM 28 8754 08/21 09/17 28 8754 08/21 09/17 Remarks: cc: CITY OF TIGARD BUILDING DEPT BAUGH CONSTRUCTION CO LRS ARCHITECTS VLMK Arehorty 5r kewr Reviewed by: ' . .. . .. .. . ._.- __..__ ___._.__.a ,.......t., :...,.,. r„ 1.a rcnrivli a vronl in full withni 0 prior authorization from this office. Carlson Testing, Construction Inspection &Related Tests ng, Inc. Geotechnical Consultin3 REPORT OF6X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 Tigard, Oregon 97281 Test Methods: AS TM C172/C1231/C39/C31/C1064/C143 Phone(503)684 -3460 FAX # 684 -0954 Date Molded: 08/20 , 19 9 9 Job No. 99 -2536A Permit No: BUP1999-00234 Client: SPECHT 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. 74 Ticket No. T- 163020 Cast By: T. KASTEL Cu. Yds. 3 OF 3 Load No' Weather: CLEAR Temp. High: 80 62 Temp. Low: Location of Placement: ELEVATOR P I T WALLS Test Time: Concrete Temp: 90 Strength Requirement: 3000 PSI © 28 days Slump " Cement Type Mix NoJNo. Sacks 3010B 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 I 7 8754 08/21, 08/27 92,440 28.22 3280 BM 28 8754 08/21 09/17 116,180 28.25 4110 DM 28 8754 08/21 09/17 117,380 28.25 4160 DM Remarks: • cc: CITY OF TIGARD BUILDING DEPT BAUGH CONSTRUCTION CO ARCHITECTS VLMK _ VLMK ` / /` Reviewed by: ` aboratory ` Supervisor . • _ . . • . _ .... __ _._ __.. _ _._ .. I' .- ........ ,.. t..... . hn.n:n i.. nn• 4" ha ranrneiu avrant in fl II withnid nrinr authorization from this office. Main Office Branch Office P.O. Box 23814 4060 Hudson Ave., NE Tigard, Oregon 97281 Salem, OR 97301 Carlson Testing, Inc • Phone (503) 6843460 Phone (503) 589 -1252 FAX (503) 6840954 FAX (503) 589 -1309 August 24, 1999 99- 2536A.CTI Permit No. BUP1999 -00234 SHOP INSPECTION REPORT @ Howser Steel DATES COVERED: August 9, 10, 12 & 16, 1999 PROJECT: Tigard Corporate Center — Building B ADDRESS: 12259 SW 69th — Tigard, OR INSPECTOR: J. Svacek, COP#649 / WABO (SVA 52 0867) 08 -09, 10, 12 & 16 -99: CTI representative was at the shop of Howser Steel for a continuous structural steel inspection. Continuous inspection was provided for welding of #6 rebar (A706) for embeds listed: 1A (96), 1B (20) and 1C (20). Fillet welds are 7/16" multi -pass. Welds appear acceptable by AWS and structural detail. Work was performed by certified welders per welding procedure specifications. 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. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully sub ed, CARL N TESTI �. , IN al PRISITANT Douglas W. Leach President JS:jp cc: Specht Development Inc — Bob Burns City of Tigard Building Dept Baugh Construction Co LRS Architects VLMK 99- 2536A.sr Main Office Branch Office P.O. Box 23814 4060 Hudson Ave., NE Tigard, Oregon 97281 Salem, OR 97301 Carlson Testing, Inc. FAX (503) 68409540 Phone FAX (503) 589 -1309 August 24, 1999 99- 2536A.CTI Permit No. BUP1999 -00234 FIELD INSPECTION REPORT DATES COVERED: August 20, 1999 PROJECT: Tigard Corporate Center — Building B ADDRESS: 12259 SW 69th — Tigard, OR INSPECTOR: T. Kastel I D. Leach, COP#360 / WABO (LEA 42 3399) 08- 20 -99: C T i representatives, T. Kastel and D. Leach, were onsite for a continuous rebar and concrete inspection. Rebar was checked prior to concrete pour. Rebar complies with builder's approved plans and specifications on S2.1, detail #2. Area of pour is grids B/6. (3) cubic yards of Ross Island mix #3010B was placed, with one set of three 6x12 cylinders cast per ASTM standards. Concrete was vibrated at time of placement. 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. If there are any further questions regarding this matter, please do not hesitate to contact this office. espectfully submitt-d, ARLSO TESTIN i) INC. j C 1 PASNINNT Douglas W. Leach President TK/DL:jp cc: Specht Development Inc — Bob Burns City of Tigard Building Dept Baugh Construction Co LRS Architects VLMK 99- 2536A.fr Main Office Branch Office P.O. Box 23814 4060 Hudson Ave., NE Tigard, Oregon 97281 Salem, OR 97301 Carlson Testing, Inc. Phone FAX (5 3) 684-3460 Phone FAX (53) 589 -1309 August 27, 1999 99- 2536A.CTI Permit No. BUP1999 -00234 SHOP INSPECTION REPORT @ Howser Steel DATES COVERED: August 24, 1999 PROJECT: Tigard Corporate Center — Building B ADDRESS: 12259 SW 69th — Tigard, OR - INSPECTOR: - J:- Svacek COP#649 / WABO (SVA 52 0867) 08-24-99: CTI representative was at the shop of Howser Steel for a periodic welding inspection. Visual inspection of shop welds to embeds listed shows welds to be complete and acceptable by AWS and detail: 3A (6). Work was performed by certified welder per welding procedure specifications. 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. If there are any further questions regarding this matter, please do not hesitate to contact this office. e spectfully submitted, RLSON TESTING, C. 6 GU PRESIDENT Douglas W. Leach President JS:jp cc: Specht Development Inc — Bob Burns City of Tigard Building Dept Baugh Construction Co LRS Architects VLMK 99- 2536A.sr