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Report (687) I Carlson Testing, Inc. Construction Inspection &Related Tests Geotechnical Consultin3 REPORT OF6X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 Tigard, Oregon 97281 Test Methods: ASTM C172/C1231/C39/C31/C143 Phone (503) 684 -3460 FAX # 684 -0954 Date Molded: 10/04 , 1g 99 .lob No. 99 - 2536A Permit No: BUP 1999 -- 01)234 Client: SI'ECH•T 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. 210 Ticket No. T Cast By: S • FOX Cu. Yds. 11 OF 22 Load Not CLEAR 78 60 Weather: Temp. High: Temp. Low: BUILDING 8 TILT PANELS * 1 -10, 19 AND 20 AND 3 SOUTH TRASH Location of Placement: ENCLOSURE WALL PANELS, TEST AT BUILDING B TILT PANEL. * 5 Test lime: Concrete Temp: 4000 28 4 1/2" I & II Strength Requirement: PSI @ days Slump Cement Type 4010A 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 0179 10/05 10/11 91,740 28.26 3250 WR 28 0179 10/05 11/01 28 0179 10/05 11/01 HOLD 0179 10/05 Remarks: cc: CITY OF TIGARD BUILDING DEPT BAUGH CONSTRUCTION CO LRS ARCHITECTS VLMK / // Reviewed by: L aboratory Supervisor ,ice .. .. .- , . .-'--- --•--' • .- in ...4....,a r in r, a wshn.d th nrinr w..nri7Atinn from this office. C arlson Testing, Inc. Construction Inspection & Related Tests Geotechnical Consultin• REPORT OF6X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 Test Methods: nSTM C172/C1231/C39/C31/C143 Tigard, Oregon 97281 Phone (503) 684 -3460 FAX # 684 -0954 Date Molded: 10/04 , 19 99 .lob No. 99 - 2536A Permit No: BUP1999 - 00234 Client: SI'ECHT DEVELOPMENT INC - BOB BURNS Project: TIGARD CORPORATE CENTER - BLDG B Address: 12259 SW 69TH TIGARD OR Contractor: BAUGH CONS'T'RUCTION CO Sub Contractor: Concrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No. 2. Ticket No. T- - .16743 7 Cast By: S. FOX Cu. Yds. 11 OF !7 Load No. CLEAR 78 60 Weather: Temp. High: Temp. Low: BUILDING B TILT PANELS * 1 -10, 19 AND 20 AND 3 SOUTH TRASH Location of Placement: ENCLOSURE WALL PANELS, TEST AT BUILDING B TILT PANEL. # 10 Test Time: Concrete Temp: 4000 28 4" I & 1 Strength Requirement: PSI @ days Slump Cement Type 4010A 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 0180 10/05 10/11 102,040 28.26 3610 WR 28 0180 10/05 11 /01 28 0180 10/05 11/01 HOLD 0180 10/05 Remarks: cc: CITY OF TIGARD BUILDING DEPT BAUGH CONSTRUCTION CO LRS ARCHITECTS VLMK 41 44---- ' - l Laboratory Supervise, . R eviewed by: • .. . .- . . . .. .__- -- -- _._ -.. 4... ..1.....• •inf..a +hn. do .tn. enfhn.ivofinnfmmthisnffica. Carlson Testing Construction Inspection & Related Tests ng Inc. Geotechnical Consulting REPORT OF 12 CONCRETE TEST SPECIMENS P.O. Box 23814 Test Methods: AS TM C172/C1231/C39/C31/C143 Tigard, Oregon 97281 Phone (503) 684 -3460 FAX # 684 -0954 Date Molded: 10/04 , 19 99 Job No. 99 -2536A Permit No: BUP 1999 - -002 i4 Client: SPFCH 1 DEVELOPMENT I NC - BOB BURNS Project: r i GARI) CORPORATE CENTER - BLDG 8 Address: 1 22 59 SW 69TH TIGARD OR Contractor: BAt1GH CONSTRUCTION CO Sub Contractor: Concrete supplier: ROSS ISLAND SAND & GRAVEL. Truck No. 210 T-167418 Ticket No. Cast By: `a ' FOX C u. Y ds. 1 1. OF 22 2 Load No. CLEAR 18 60 Weather: Temp. High: Temp. Low: BUILDING B TILT PANELS # 1 -10, 19 AND 20 AND 3 SOUTH TRASH Location of Placement: ENCLOSURE'WALL PANELS, TEST AT BUILDING 8 TILT PANEL. # 5 Test Time: Concrete Temp: 4000 28 4 1/2" I & II Strength Requirement: PSI @ days Slump Cement Type 4010A 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 0179 10/05 10/11 91,740 28.26 3250 WR 28 0179 10/05 11 /01 120,680 28.27 4270 WR 28 0179 10/05 11 /01 116,350 28.27 4120 WR 28 0179 10/05 11 /01 120,580 28.27 4270 WR Remarks: cc: CITY OF TIGARD BUILDING DEPT LiAUGH CONSTRUCTION CO LRS ARCHITECTS VI..MK LABORATORY MANAGER . Reviewed by: _ . . _._ _ _._.. __... . . : -_ - .......:.... I. .....I t......• •.. w.. «.n. noel • in f. di with no st nrinr AIithnri7atInn from thls office. Related Tests Inspection & Carlson Testing, Inc. Geotechnical Consultin3 REPORT OF6X 1 2 CONCRETE TEST SPECIMENS P.O. Box 23814 Test Methods: A•`' M C172/C1231/C39/C31/C143 Tigard, Oregon 97281 Phone (503) 684 -3460 FAX # 684 -0954 Date Molded: 10/04 19 99 Job No. 99 -2536 Permit No: UUP 1999 -00234 :,►lent: Sl'c cH r DEVELOPMENT INC - BOB BURNS Project: TIGARD CORPORATE CENTER - BLDG B Address: 12259 SW 69TH TIGARD OR Contractor: Sub CONSTRUCTION CO pub Contractor: Concrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No. 209 Ticket No. i 16 Cast By: S .. FOX C u. Yds. 11 OF 77 1' Load No. CLEAR 78 60 Weather: Temp. High: Temp. Low: BUILDING B TILT PANELS if 1 -10, 19 AND 20 AND 3 SOUTH TRASH Location of Placement: ENCLOSURE `WALL PANELS , TEST AT BUILDING B TILT PANEL. # 10 Test Time: Concrete Temp: 4000 28 4" I & II Strength Requirement: PSI @ days Slump Cement Type 4010A 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 11 7 0180 10/05 10/11 102,040 28.26 3610 WR 28 0180 10/05 11/01 117,380 28.27 4150 WR 28 0180 10/05 11 /01 119,910 28.27 4240 WR 28 0180 10/05 11/01 116,480 28.27 4120 WR Remarks: cc: CITY OF TIGARD BUILDING DEPT I BAl1GH• CONSTRUCTION CO LRS ARCHITECTS / . lik . V1..MK LABORATORY MANAGER Reviewed by: • . .. • . _ — -,_ ,_ ... •.... • • i., e,u �d•w., a Mom. a, dhnrl�a from thls 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) 684 -0954 FAX (503) 589 -1309 October 5, 1999 99- 2536A. CTI Permit No. BUP1999 -00234 FIELD INSPECTION REPORT DATES COVERED: October 4, 1999 PROJECT: Tigard Corporate Center — Building B ADDRESS: 12259 SW 69th — Tigard, OR INSPECTOR: S. Fox, COP #597 10- 04 -99: CTI representative was onsite to perform special inspection of concrete placed in building B tilt up panels #1 -10, 19, 20, and 3 south trash enclosure wall panels. Two sets of (4) compressive test cylinders was cast from a total of (157) cubic yards of Ross Islands 4000 psi concrete mix #4010A placed and vibrated. All reinforcement and embed plates were inspected previously. Please refer to CTI field report dated 10- 01 -99. 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 submitt-d, - 1 . eN T STI1 -, INC. i . u' Ias W. Leach re .ident SF /Ijm 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 (503) 684-3460 FAX (503) 6840954 P h o n e October 5, 1999 99- 2536A. CTI Permit No. BUP1999 -00234 FIELD INSPECTION REPORT DATES COVERED: October 1, 1999 PROJECT: Tigard Corporate Center — Building B ADDRESS: 12259 SW 69th — Tigard, OR INSPECTOR: J. Hall, COP#735 10- 01 -99: CTI representative was onsite for a periodic inspection of rebar. Conducted rebar and embed plate inspection on building "B" precast walls, panels #1 -10 and 19 & 20, and three south trash enclosure panels. All of the rebar and weld plates conform to the approved drawings as provided by the general contractor. Baugh Construction was advised of the inspection results. 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. Res • ectf Ily submi , -�/ C %' N MST/ i•, INC. ''� = las W. Leach Pr: ident JH:jp cc: Specht Development Inc — Bob Burns City of Tigard Building Dept Baugh Construction Co LRS Architects VLMK 99- 2536A.fr - Carlson Testing, onstruction Inspection & Related Tests ng Inc. Geotechnical Consulting► REPORT OF6X ]./ CONCRETE TEST SPECIMENS P.O. Box 23814 rest Methods: ASTM C172/C1231/C39/C31/C143 Tigard, Oregon 97281 Phone (503) 684 -3460 FAX # 684 -0954 Date Molded: 1 0/07 , 19 99 Job No. 99 - 2536A Permit No: BUP 1999 - 00234 :s.Iient: SPE.CHT 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. 209 Ticket No. - 1.67910 Cast By: S S. FOX Cu. Yds. O 5 Load No. CLOUDY 64 43 Weather: Temp. High: Temp. Low: BUILDING B TRASH ENCLOSURE FOOTINGS Location of Placement: Test Time: Concrete Temp: 3000 28 3 1/2" I & II 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 0360 10/08 10/14 100,500 28.26 3560 WR 28 0360 10/08 11/04 , 28 0360 10 /08 11/04 HOLD 0360 10/08 Remarks: cc: CITY OF TIGARD BUILDING DEPT BAUGH CONSTRUCTION CO LRS ARCHITECTS. VLMK % L • Reviewed by: < aboratory Supervisor . • . . . _ . . . .....-'- `- --•'- `- ---- _.+..__.. _.......• :., 4..,, ...u•....w ...i... w. dl.n.i.e�in� Imr� fhte nrRro Carlson Testing, Inc. Construction Inspection & Related Tests Geotechnical Consulting REPORT OFC X 1 CONCRETE TEST SPECIMENS P.O. Box 23814 A S - I'M C172/C1231/C39/C31./C143 hone 03) Oregon 8 - 346 Test Methods: Phone (503) 684 -3460 0 FAX # 684 -0954 Date Molded: 10/07 , 19 99 Job No. 99- -2536A Permit No: BUP 1999• - 00234 client: SPECIIT 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 Ticket No. T-167910 Cast By: - - S.FOX Cu. Yds. 5 OF `' Load No l - __ - - CLOUDY Weather: Temp. High: 64 4 ; 3 Temp. Low: Location of Placement: BUILDING B TRASH ENCLOSURE FOOTINGS Test Time: Concrete Temp: 3000 PSI @ 28 days Slump Cement 3 1/2" I & II Strength Requirement: Y p Type 30108 Air Content Max. Aggregate Mix NoJNo. Sacks gg ate g 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 1. 7 0360 10/08 10/14 100,500 28.26 3560 WR 28 0360 10/08 11/04 125,720 28.29 4440 WR 2.8 0360 10/08 11/04 123,330 28.29 4360 WR 28 0360 10/08 11/04 132,850 2.8.29 4700 WR • • Remarks: • cc: CITY OF TIGARD BUILDING DEPT CONSTRUCTION CO LRS ARCHITECTS VLMK LABORATORY MANAGER • Reviewed by: 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) 684 -0954 FAX (503) 589 -1309 October 8, 1999 99- 2536A.CTI Permit No. BUP1999 -00234 FIELD INSPECTION REPORT DATES COVERED: October 7, 1999 PROJECT: Tigard Corporate Center — Building B ADDRESS: 12259 SW 69th — Tigard, OR INSPECTOR: S. Fox, COP #597 10- 07 -99: CTI representative was onsite to perform special inspections of reinforcement and concrete placed in the trash enclosure footings located between buildings B & C. One set of (4) compressive test cylinders was cast from a total of (5) cubic yards of Ross Island's concrete mix design #3010B placed and vibrated. All reinforcement was found to be in accordance with project drawings. 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, OARLSON TESTIN ,INC. i p �i • - Douglas W. Lea President SF /Ijm 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 (503) 684 -3460 Phone (503) 589 -1252 FAX (503) 6840954 FAX (503) 589 -1309 October 13, 1999 99- 2536A. CTI Permit No. BUP1999 -00234 FIELD INSPECTION REPORT DATES COVERED: October 12, 1999 PROJECT: Tigard Corporate Center — Building B ADDRESS: 12259 SW 69th — Tigard, OR INSPECTOR: B. Baty COP# 728 10- 12 -99: CTI representative was onsite for periodic inspection of structural steel and welding. Inspected the following field welds. 1. Panel base connection per details 11 and 12/S6.1. 2. Panel corner connection per detail 2/S6.1. 3. Panel joints per detail 4/S6.1. 4. Panel corner per detail 3B/S6.1. Weld procedures and welder qualifications were reviewed and dry ovens were found onsite. 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, i r i \ CARLSON TEST G, IN PRESIDENT Douglas W. Leach President BB /Ijm 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 (503) 684 -3460 Phone (503) 589 -1252 FAX (503) 684 -0954 FAX (503) 589 -1309 October 14, 1999 99- 2536A.CTI Permit No. BUP1999 -00234 SHOP INSPECTION REPORT @ Howser Steel DATES COVERED: October 7 and 12, 1999 PROJECT: Tigard Corporate Center — Budding B ADDRESS: 12259 SW 69th — Tigard, OR INSPECTOR: J. Svacek, COP #649, WABOSVA520867 10- 07 -99: CTI representative was at the shop of Howser Steel for periodic inspection. Visual inspection of shop welds to wide flange columns listed shows welds complete and acceptable: mark 7B. Weld procedures and welder qualifications were reviewed. 10- 12 -99: CTI representative was at the shop of Howser Steel for periodic inspection. Pieces listed are complete and acceptable: columns 4A, 4B, 5A, 5C, (2), 6A, 6B, 7A (2), 7B, 7C, 8C, 8D, beams: 13E (2), 13L, 13G, 13H, 13J, 13K, 14B (4), 14C, 14D (5), embeds: 14V (38), 14X (30) and 14Y (12). Work is by certified welder per WPS. Weld procedures and welder qualifications were reviewed. 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 TESTI G, INC rowan Douglas Vv. Leach President JS /Ijm cc: Specht Development Inc — Bob Burns City of Tigard Building Dept Baugh Construction Co LRS Architects VLMK 99- 2536A.fr Carlson Testing, Inc. Construction Inspection &Related Tests Geotechnical Consulting REPORT OFhX 12 CONCRETE TEST SPECIMENS P.O. Box 23814 Test Methods: AS1M C172/C1231/C39/C31/C1064/C143 Tigard, Oregon 97281 Phone(503)684 -3460 FAX # 684 -0954 Date Molded: 10/26 , 19 99 Job No. 99 -2536A Permit No: BUP 1999• -00234 Client: SPECIFY DEVELOPMENT INC - E3013 BURNS Project: 11GARD CORPORATE CENTER - BLDG B Address: 12259 SW 69TH TIGARD OR Contractor: I3AIIGI•I CONSTRUCTION CO Sub Contractor: Concrete supplier: ROSS ISLAND SAND & GRAVEL Truck No. 210 Ticket No. V-169854 Cast By: T . KASTEL Cu. Yds. 11 OF :38 Load No 1 Weather: Temp. High: Temp. Low: • POUR BACK STRIP 1 /B.2 - -C, C /1• -5, C/6-8, 1 /A -A.8, A/1-4, A/7• -10 Location of Placement: 10 /A -0 Test Time: Concrete Temp: 64 Strength Requirement: 500 PSI @ 28 daysSlump Cement Typ 351.0A Air Content Max. Aggregate Mix NoJNo. Sacks 99 ate 9 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 1122 10/27 11/02 96,620 28.27 3420 WR 28 1122 10/27 11/23 28 1122 10/27 11/23 HOLD 1122 10/27 • Remarks: cc: CITY OF TIGARD BUILDING DEPT 1,7<.---7 I3AUGH CONSTRUCTION CO LEIS ARCHITECTS VLMK LABORATORY MANAGER Reviewed by: • . . _ • - - "---- - --..- 1. . .•.....A • 1 ,. a di ..;the., Ft .s e. ,,,,thnwi,atinn fmm this office. RECEIVED • Construction Inspection & Related Tests Starlson Testing, Inc. -DEC 01 1999 Geotechnical Consultin3 COMMUNITY DEVELOPMENT IEPORT OF 6X12 CONCRETE TEST SPECIMENS P.O. Box 23814 Tigard, Oregon 97281 -estMethods: ASTM C172/C1231/C39/C31/C1064/C143 Phone(503)684 -3460 FAX # 684 -0954 )ate Molded: 10/26 , 19 99 Job No. 99 - 2536A Permit No: BUP1 Q99 - 00234 :Iient: SPECHT DEVELOI'MENT INC - BOB BIIRNS 'roject: TIGARD CORPORATE CENTER - BI DG B address: 12259 SW 69TH TIGARD OR ;ontractor: BAUGH CONSTRUCTION CO Sub Contractor: ;oncrete Suppl ROSS ISLAND SAND & GRAVEL Truck No. 210 Ticket No. V- 169854 :astBy: T. KASTEL Cu. Yds. 11 OF 18 Load No. . Neather: Temp. High: Temp. Low: _ovation of Placement: POUR BACK STRIP 1 /B.2 -C, C/1 -5, C/6 -8. 1 /A -A.8, A /1 -4, A/7 - I0 10 /A -B Test Time: Concrete Temp: 64 Strength Requirement: 3 500 PSI @ 28 days Slump 7 Cement Typel 3510A fix 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 I 7 1122 10/27 11/02 96,620 28.27 3420 WR 28 1122 10/27 11/23 135,180 28.16 4800 We 28 1122 10/27 11/23 134.870 28.16 . 4790 WR 28 1122 10/27 11/23 130,880 2R_16 465n WR--- Remarks: cc: CITY OF TIGARD BUILDING DEPT BAUGH CONSTRUCTION CO / LRS ARCHITECTS VLMK LABORATORY MANAGPR Reviewed by: 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) 684-0954 FAX (503) 589 -1309 October 27, 1999 99- 2536A. CTI Permit No. BUP1999 -00234 FIELD INSPECTION REPORT DATES COVERED: October 26, 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) 10- 26 -99: CTI representatives were onsite for continuous inspections of concrete and rebar. Prior to concrete pour, rebar -was checked in pourback strip and trash enclosure slab. Rebar complies to all approved plans and specifications on S2.1, details 4 & 14. One set of four cylinders was made to ASTM standards. Ross Island was the supplier of concrete mix #3510A used. 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, )ARLS TESTI N INC. tai PRESIDENT 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 (503) 684 -3460 Phone (503) 589 -1252 FAX (503) 684 -0954 FAX (503) 589 -1309 October 29, 1999 99- 2536A.CTI Permit No. BUP1999 -00234 SHOP INSPECTION REPORT @ Howser Steel DATES COVERED: October 20, 21 & 26, 1999 PROJECT: Tigard Corporate Center — Building B ADDRESS: 12259 SW 69th — Tigard, OR INSPECTOR: J. Svacek, COP#649 / WABO (SVA 52 0867) 10- 20 -99: CTI representative was at the shop of Howser Steel for a periodic inspection. Visual inspection of pieces listed shows shop welds are complete and acceptable: marks 12B and 12C. Welder qualifications and welding procedure specifications have been reviewed. 10- 21 -99: CTI representative was at the shop of Howser Steel for a periodic inspection. The following pieces were inspected and found complete and acceptable: marks 11A (2), 11B (4), 11C (2), 11D (4), 11G, 12B, 12C, 12D, 12F (2), 12H, 12J (4), 12K (2), 13A and 13B. Work was performed by certified welder per WPS. 10- 26 -99: CTI representative was at the shop of Howser Steel for a periodic inspection. Visual inspection of columns listed shows shop welds are complete and acceptable by AWS and detail: 8A (2) and 8B (2). Work was performed by certified welder per WPS. 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 N . 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.fr