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Report (686) 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 September 1, 1999 99- 2536A.CTI Permit No. BUP1999 -00234 FIELD INSPECTION REPORT DATES COVERED: September 1, 1999 PROJECT: Tigard Corporate Center — Building B ADDRESS: 12259 SW 69 Tigard, OR INSPECTOR: G. Watson, COP#643, WABO#WAT233239 09- 01 -99: CTI representative was onsite for periodic inspection of rebar and concrete. Inspected building B reinforcement and concrete placement. Slab on grade reinforcement and concrete placement conforms to the project plans. 6x12 test cylinders were cast. Ross Island supplied mix #3510A. 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 TEST G, IN 64A4t ett4 PRESIDENT Douglas W. Leach President GW /Ijm cc: Specht Development, Inc. — Bob Burns City of Tigard Building Department Baugh Construction Co. LRS Architects VLMK Carlson Testing, Inc. Construction Inspection & Related Tests Geotechnical Consulting REPORT OF 12 CONCRETE TEST SPECIMENS P.O. Box 23814 ASTM C172/C1231/C39/C31/C1064/C143 Tigard, Oregon 97281 Test Methods: Phone (503) 684 -3460 FAX # 684 -0954 Date Molded: 09/01 . 19 99 ,lob No. 99 - 2536A Permit No: BUP1999 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 T-164092 Ticket No. Cast By: G . •WATSON C u. Y ds. 9 OF 225 Load No 1 CLEAR 80 64 Weather: Temp. High: Temp. Low: GRID A LINE 2.5 Location of Placement: Test Time: 10 20 Concrete Temp: 78 3500 28 4" I & II Strength Requirement: PSI @ days Slump Cement Type 351 OA Mix NoJNo. Sacks Air Content Max. Aggregate Admix. Amount: Brand: _ Admix. Amount: Brand: Set Test@ Register Date Date Total A Unit Report Tested rea No. Days Number Rec'd Test Load PSI No. By II 7 9088 09/02 09/08 80,290 28.34 2830 BM 28 9088 09/02 09/29 89,860 28.27 3180 BM 56 9088 09/02 10/27 56 9088 09/02 10/27 , Remarks: cc: CITY OF TIGARD BUILDING DEPT BAUGH CONSTRUCTION CO LRS ARCHITECTS VLMK / Reviewed by: < aboratory Supervisor • . . . .. . .- . . . ..._ —_. -- ---• - -AL • 1 - . 6 .. ►. . .. .•.. ..d • 1 n fl II witM.d n•inr a dhnwivatinn fmm this office. Carlson Testing, Construction Inspection & Related Tests ng, Inc. Geotechnical Consulting REPORT OF6X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 A STM C172/C1231/C39/C31/C1064/C143 hone 03) 68 97281 2/C1231/C39/C31/C1064/C143 Test Methods: Phone (503) 684 --3460 FAX # 684 -0954 Date Molded: 09/01 , 19 99 Job No. 99 - 2536A 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 & GRAVE Truck No. 204 Ticket No. A- 164068 Cast By: G . WATSON Cu. Yds. 11 OF 225 Load No7 CLEAR 80 64 Weather: Temp. High: Temp. Low: GRID 8 LINE 7.5 SLAB ON GRADE Location of Placement: r Test Time: Concrete Temp: 3500 28 4" I & I Strength Requirement: PSI ® days Slump Cement Type 3510A 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 9087 09/02 09/08 82,630 28.34 2920 BM 28 9087 09/02 09/29 103,820 28.27 3670 BM 28 9087 09/02 09/29 97,120 28.27 3440 BM 28 i 9087 09/02 09/29 99,550 28.27 3520 BM 28 9087 09/02 09/29 AVERAGE 3540 Remarks: cc: CITY OF TIGARD BUILDING DEPT BAUGH CONSTRUCTION CO LRS ARCHITECTS VLMK / ‘144.------ Reviewed by: Laboratory Supervisor • . . . .. . .. '-- --•. -- - - -•- - - - - . _ 6 . .. d.. .• • 1 n f..o ..d•hn.6 nrinr mdhn•isatinn tmm thin nff 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: 09/01 1 9 99 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- 164092 Cast By: G . WATSON Cu. Yds. 9 OF 225 Load No1 CLEAR 80 64 Weather: Temp. High: Temp. Low: GRID A LINE 2.5 Location of Placement: Test Time: 10:20 Concrete Temp: 78 3500 28 4" I & II Strength Requirement: PSI © days Slump Cement Type 3510A 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 II 7 9088 09/02 09/08 80,290 28.34 2830 BM 28 9088 09/02 09/29 28 9088 09/02 09/29 _ 28 9088 i 09/02 09/29 Remarks: cc: CITY OF TIGARD BUILDING DEPT BAUGH CONSTRUCTION CO LRS ARCHITECTS VLMK / / VLMK ! // Reviewed by: La Supervisor a',thnri,atinn fmm this office. Carlson Testing, Construction Inspection &Related Tests ng, Inc. Geotechnical Consultin3 3EPORT OF 6X1 2 CONCRETE TEST SPECIMENS P.O. Box 23814 Test Methods: ASTM C172/C1231/C39/C31/C1064/C143 Tigard Oregon4 -3460 97281 Phone 50 FAX # 684 -0954 Date Molded: 09/01 , 1g 99 Job No. 99-2536 Permit No: BUP1999-00234 �►ient: SPECHT DEVELOPMENT INC - BOB BURNS 'roject: 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. 204 A- 164068 Ticket No. Cast By: G . WATSON Cu. Yds. 11 OF 225 Load No. 7 CLEAR 80 64 Weather: Temp. High: Temp. Low: GRID B LINE 7.5 SLAB ON GRADE Location of Placement: Test Time: 8 35 Concrete Temp: 80 3500 Strength Requirement: PSI @ 28 4 days Slump Cement Typ & I I 351OA 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 9087 09/02 09/08 82,630 28.34 2920 BM 28 9087 09/02 09/29 28 9087 09/02 09/29 28 9087 09/02 09/29 • Remarks: cc: CITY OF TIGARD BUILDING DEPT BAUGH CONSTRUCTION CO LRS ARCHITECTS .°1'.;71/.011---'- VLMK Laboratory Supervisor Reviewed by: • . . _ . - _ . - . - _ _. ....... .......4 .. n .4 • 1.. 1 I • withno d nrinr al thnri7atinn fmm this office. Carlson Testing, Inc. Construction Inspection & Related Tests Geotechnical Consulting 3EPORT OF6X 12- CONCRETE TEST SPECIMENS P.O. Box 23814 rest Methods: ASTM C172/C1231/C39/C31/C1064/C143 hone (5 684 3460 FAX # 684 -0954 )ate Molded: 09/01 ,19 99 Job No. 99 -2536A Permit No: BUP1999-00234 7,iient: SPECH ll DEVELOPMENT INC - BOB BURNS 'roject: TIGARD CORPORATE CENTER - BLDG B address: 1 2259 SW 69TH TIGARD OR Contractor: BAUGH CONSTRUCTION CO Sub Contractor: Concrete supplier: ROSS ISLAND SAND & GRAVEL Truck No. 7 4 Ticket No. C -164092 Cast By: G . WATSON Cu. Yds. 9 01= 225 Load Not 7 CLEAR - 80 64 Weather: Temp. High: Temp. Low: GRID A LINE 2.5 Location of Placement: - -- - Test Time: 10.20 Concrete Temp: 78 1,- ',,:' 28 4" - & II Strength Requirement / � PSI @ days Slump Cement Type 3510A 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 9088 09/02 09/08 80,290 28.34 2830 BM c - 28_ i' 9088 09/02 09/29 89,860 28.,2 3180 BM 56 9088 09/02 10/27 101,120 28..27 35 BM 56 9088 09/02 10/27 96,900 28.27 r 3430 BM • Remarks: cc: CITY OF . TIGARD BUILDING DEPT BAUGH CONSTRUCTION CO / LRS ARCHITECTS `/ WAX • Reviewed by: . . . .. . . . . ..... ` _ _____.•..__ - ..__..• s. a.,, ...uw...a ....... ....►....a +eHnn fmm thlc ofRce. Main Office Branch Office P.O. Box 23814 4060 Hudson Ave., NE Tigard, Oregon 97281 Salem, OR 97301 Carlson Testing, Inc. Phone (503) FAX (503) 684 -09540 Phone (503) 589-1252 FAX (503) 589-1309 September 8, 1999 99- 2536A.CTI Permit No. BUP1999 -00234 SHOP INSPECTION REPORT @ Howser Steel DATES COVERED: August 27 and 30, 1999 PROJECT: Tigard Corporate Center - Building B ADDRESS: 12259 SW 69 Tigard, OR INSPECTOR: J. Svacek, COP#649, WABOSVA520867 08- 27 -99: CTI representative was at the shop of Howser Steel for periodic inspection. Visual inspection of shop welds to embeds listed shows all welds to be complete and acceptable: 2N (58), 2P (18), 3K (56), 3J (24), 3H (24), and 2R (27). Work is by certified welder per WPS. Welding, weld procedures, and welder qualifications were reviewed. 08- 30 -99: CTI representative was at the shop of Howser Steel for periodic inspection. Visual inspection of pieces listed shows all shop welds to be complete and acceptable: 2N (23) and 3K (51). Work is 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, - ► • N TESTIN C. ' Ias W. Leach ident JS/Ijm cc: Specht Development, Inc. - Bob Burns City of Tigard Building Department Baugh Construction Co. LRS Architects VLMK 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 September 9, 1999 99- 2536A.CTI Permit No. BUP1999 -00234 SHOP INSPECTION REPORT @ Howser Steel DATES COVERED: August 26 and September 1 & 2, 1999 PROJECT: Tigard Corporate Center — Building B ADDRESS: 12259 SW 69th — Tigard, OR INSPECTOR: J. Svacek, COP#649 / WABO (SVA 52 0867) 08= 26 =99: CTI representative was -at the shop of Howser Steel for a periodic welding inspection. Visual inspection of embeds listed shows shop welds to be complete and acceptable by AWS and detail: 2P (26), 2N (33), 2J (8) and 2K (6). Work was done by certified welder per welding procedure specifications. 09 -01 & 02 -99: CTI representative was at the shop of Howser Steel for a periodic welding inspection. Visual inspection of pieces listed shows all shop welds to be complete and acceptable: 2B (74), 2G (24), 2J (16), 2K (18), 2N (53), 2P (43), 3E (6), 3H (25), 3J (18), 3K (31) and 2R. Note: some repairs were required for headed stud welds on mark #2P. Repairs were made and accepted during visit of 9 -2 -99. Work was done be 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. Respectfully sub • itted, CARLSON TES 1# G, IN PRESIDENT Douglas W. Leach President JS:jp cc: Specht Development Inc — Bob Bums 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. P FAX (503) 684 -094 0 P FAX (503) 589 -1309 September 10, 1999 99- 2536A.CTI Permit No. BUP1999 -00234 SHOP INSPECTION REPORT @ Hawser Steel DATES COVERED: September 8, 1999 PROJECT: Tigard Corporate Center — Building B ADDRESS: 12259 SW 69 Tigard, OR INSPECTOR: J. Svacek, COP#649, WABOSVA520867 09-08-S9: CTI representative was at the shop of Hawser Steel for a periodic welding inspection. Visual inspection of shop welds to pieces listed shows welds to be complete and acceptable by AWS and detail: 2N (56), 3J (12) and 3H (13). 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. Respectfully submitted, CARLSON TESTIN �, INC. PRESIDENT Douglas W. Leach President JS:jp cc: Specht Development, Inc. — Bob Burns City of Tigard Building Department Baugh Construction Co. LRS Architects VLMK Carlson Testing, Inc. Construction Inspection & Related Tests Geotechnical Consulting REPORT OF6X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 festMethods: ASTM C172/C12.31/C39/C31/C143/C231 Oregon 97281 FAX # 684 -0954 Date Molded: 09/14 , 19 99 .lob No. 99 -2536A Permit No: BUP 1999- 00234 '.lient: SI'ECH1 DEVELOPMENT INC - BOB BURNS project: TIGARD CORPORATE CENTER •- BLDG B Address: 12259 SW 69TH TIGARD OR BAIJGH CONSTRUCTION CO :3ontractor: Sub Contractor: Concrete Supplier: ROSS ISLAND SAND & GRAVE T ruck No. 75 T- 165310 Ticket No. Cast By: S . FOX Cu. Yds. 9 OF 9 Load No. CLEAR 80 66 Weather: Temp. High: Temp. Low: BUILDING B TILT PANEL 13 Location of Placement: 7:30 Test Time: Concrete Temp: 4000 28 4" I & I Strength Requirement: PSI @ days Slump Cement Type 4010AVR 4.5% 1 1/2" 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 9503 09/15 09/21 79,100 28.32 2790 BM 28 9503 09/15 10/12 102,770 28.26 3640 WR 56 9503 09/15 11/09 56 9503 09/15 11/09 Remarks: cc: CITY OF TIGARD BUILDING DEPT BAUGH CONSTRUCTION CO LRS ARCHITECTS _ /� VLMK `/ ` aboratory Superoisttf . Reviewed by: • `-- - _- -_.._ ,_ . ..,. .4 • 1 .. f.." ..,Mk A .,.tom. DIdhnri7atinn fmm thls office. Carlson Testing, Inc. Construction Inspection & Related Tests Geotechnical Consultin3 REPORT OF6X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 A STM C172/C1231/C39/C31/C143/C231 Tigard, Oregon 97281 Test Methods: Phone (503) 684 -3460 FAX # 684 -0954 Date Molded: 09/14 , 19 99 Job No. 99 - 2536A Permit No: BUP1999•• 0(.1234 Client: ' L'ECHT 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 & GRAVE Truck No. 93 Ticket No. T-165317 FOX S. Cast By: C u. Yds. 9 OF 51 Load No: CLEAR 80 66 Weather: Temp. High: Temp. Low: BUILDING B TILT PANEL 15 Location of Placement: 8 : 30 Test Time: Concrete Temp: 4000 28 3 1/2" I & II Strength Requirement: PSI @ days Slump Cement Type 4010AVR 4.6Y.. 1 1/2" 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 1 . .1 7 9501 09/15 09/21 88,750 28.32 3130 BM 28 9501 09/15 10/12 104,930 28.26 3710 WR 56 9501 09/15 11/09 56 9501 09/15 11/09 Remarks: cc: CITY OF TIGARD BUILDING DEPT BAUGH CONSTRUCTION CO LRS ARCHITECTS 64 VLMK // Reviewed 'by: ` Laboratory Supervisor • _ . . . .. .. _ _ - . _ --.._ ,. _ __ .4 .. .4 • :.. sal .. sit hrs. 4 ..•ino oudhndsoNnn fmm fhb: nffra. Carlson Testing, Construction Inspection & Related Tests ng, Inc. Geotechnical Consulting REPORT OF6X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 ASTM C172 /C1231/C39/C31/C1064/C143/C231 Tigard, Oregon 97281 Test Methods: Phone (503) 684 -3460 FAX # 684-0954 Date Molded: 09/14 , 19 99 Job No. 99 -2536A Permit No: BUP 1999 -00234 Client: Sf'ECHT DEVELOP'MEN'T INC - BOB BURNS Project: TIGARD CORPORATE CENTER - BLDG B Address: 1.2259 SW 69TH TIGARD OR Contractor: BAUGH CONSTRUCTION CO Sub Contractor: Concrete Supplier: ROSS ISLAND SAND & GRAVE Truck No. 208 Ticket No. T•- 165362 T.KASTEL KASTEL 2 1 9 OF 255 Cast By: Cu. Yds. Load NoZ 1 CLEAR 80 6 6 Weather: Temp. High: Temp. Low: BU.IL.DING B TILT PANEL Location of Placement: 77 Test Time: Concrete Temp: 4000 28 5" I & I Strength Requirement: PSI @ days Slump Cement Type 4010AVR 5% 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 4 7 9500 09/15 09/21 89,670 28.32 3170 BM 28 9500 09/15 10/12 104,530 28.26 3700 WR 56 9500 09/15 11/09 56 9500 09/15 11/09 • Remarks: cc: CITY OF TIGARD BUILDING DEPT BAUGH CONSTRUCTION CO LRS ARCHITECTS VLMK ,/ �� aboratory Supervisor Reviewed by: . .. . . . . . .. -- -.- .- _ -.._ ,_ . . .+.. .J • c., is III ..,if►..,,6 ruin,' ei nhnri7nfinn fmm thin nffien. Carlson Testing, Inc. Construction Inspection & Related Tests Geotechnical Consulting REPORT OF6X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 ASTM C172 /C1231/C39/C31/C1064/C143/C231 Tigard, Oregon 97281 Test Methods: Phone (503) 684 -3460 FAX # 684 -0954 Date Molded: 09/14 19 99 Job No. 99 - 2536A Permit No: BUP1999 Client: SNECHT 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 & GRAVE Truck No. 209 Ticket No. T-- 1 6 5333 Cast By: T . K A S TEL Cu. Yds. 135 5 O F 255 Load No. 3 CLEAR 80 66 Weather: Temp. High: Temp. Low: BUILDING B TILT PANEL Location of Placement: 74 Test Time: Concrete Temp: 4000 28 4" I & II Strength Requirement: PSI @ days Slump Cement Type 4010AVR 5`/. 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 III 7 9502 09/15 09/21 86,320 28.32 3050 BM 28 9502 09/15 10/12 105,760 28.26 3740 WR 56 9502 09/15 11/09 — 56 9502 09/15 11/09 Remarks: V (A n �� cc: CITY OF TIGARD BUILDING DEPT V Vv� , I � BAUGH CONSTRUCTION CO 2 l.{ �l LRS ARCHITECTS Vv VLMK / / l Laboratory Supervisor Reviewed by: _ C `• Construction Inspection & Related Tests arlson Testing Inc. Geotechnical Consulting REPORT OF6X12 CONCRETE TEST SPECIMENS P.O. Box 23814 Tigard, Oregon 97281 Test Methods: ASTM C172 /C1231/C39/C31/C1064/C143/C231 Phone(503)684 - 3460 FAX # 684 -0954 Date Molded: 09/14 , 19-x- Job No. 99 - 2536A 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 Ticket No. T- 165362 Cast By: T . KASTEL Cu. Yds. 219 OF 255 Load No? 1 Weather: CLEAR Temp. High: 80 66 Temp. Low: Location of Placement: BUILDING B TILT PANEL Test Time: Concrete Temp: 77 Strength Requirement: 4000 PSI @ 28 days Slump Cement Typ & I I Mix NoJNo. Sacks 4010AVR Air Content 57. 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 4 7 9500 09/15 09/21 89,670 28.32 3170 BM 28 9500 09/15 10/12 9500 09/15 10/12 HOLD 9500 09/15 Remarks: cc: CITY OF TIGARD BUILDING DEPT BAUGH CONSTRUCTION CO LRS ARCHITECTS /7 � VLMK Reviewed by: Laboratory ` Su p rni cpr - ---- - _ _ ._ .,..........-4-.:..1 4....4....41;..............1 ..M.. i..f......,Itnn rnntoino.4 heroin is n,t to ha ranrnrlslrart a,rrpnt in Bill. without prior authorization from this office. Carlson Testing Construction Inspection & Related Tests ng Inc. Geotechnical Consulting REPORT OF 12 CONCRETE TEST SPECIMENS P.O. Box 23814 Tigard, Oregon 97281 Test Methods: ASTM C172/C1231/C39/C31/C1064/C143/C231 Phone (503) 684 -3460 FAX # 684 -0954 Date Molded: 09/14 ,19 99 .lob No. 99 -2536A Permit No: BUP 1999 -00234 �Iient: 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 Ticket No. T- 165333 Cast By: T . KAS TEL Cu. Yds. 135 OF 255 Load No 13 Weather: CLEAR Temp. High: 80 6 6 Temp. Low: Location of Placement: BUILDING B TILT PANEL Test Time: Concrete Temp: 74 Strength Requirement: 4000 PSI @ 28 days Slump �' Cement Typ & I I Mix NoJNo. Sacks 4010AVR Air Content 5%. 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 III 7 9502 09/15 09/21 86,320 28.32 3050 BM 28 9502 09/15 10/12 28 9502 09/15 10/12 HOLD • 9502 09/15 Remarks: cc: CITY OF TIGARD BUILDING DEPT BAUGH CONSTRUCTION CO LRS ARCHITECTS VLMK Reviewed by: Laboratory Supervisor _ . . . . .. . ... . . . ... _ _._ -,e ._........ 1..t........4;..n nr.r.•.i..nri hnrein ie r. $ In ha ronrmtn a rrant in fl ill withniit nrinr authorization from this office. • Carlson Testi Construction Inspection & Related Tests ng Inc. Geotechnical consulting REPORT OF6X12 CONCRETE TEST SPECIMENS P.O. Box 23814 Tigard, Oregon 97281 Test Methods: ASTM C172/C1231/C39/C31/C143/C231 Phone(503)684 - 3460 FAX # 684 -0954 Date Molded: 09/14 , 19 99 Job No. 99 - 2536A 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. 93 Ticket No. T- 165317 Cast By: S . FOX Cu. Yds. 9 OF 51 Load Nos Weather: CLEAR Temp. High: 80 66 Temp. Low: Location of Placement: BUILDING B TILT PANEL 15 Test Time: 8 : 30 Concrete Temp: Strength Requirement: 4000 PSI ® 28 days Slump 1/2" Cement Typ & I I Mix NoJNo. Sacks 4 0 1 OAV R Air Content 4 ' 6 4 1 1/2" 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 II 7 9501 09/15 09/21 88,750 28.32 3130 BM 28 9501 09/15 10/12 28 9501 09/15 10/12 HOLD 9501 09/15 Remarks: cc: CITY OF TIGARD BUILDING DEPT BAUGH CONSTRUCTION CO LRS ARCHITECTS �_____., VLMK i • oratory Supervisor Reviewed by: _ .�_ • :..I • • .1n .. .r ...I., Inr,.,mot,nn nnn$ ina,i harain Ic not to ha ranrnduced. except in full. without odor authorization from this office. Carlson Testi Construction Inspection & Related Tests ng, Inc. Geotechnical Consulting REPORT OF6 X 1 2 CONCRETE TEST SPECIMENS P.O. Box 23814 Test Methods: ASTM C172/C1231/C39/C31/C143/C231 h 68 346 Phone 0 (5003) 3) 684 --3460 FAX # 684 -0954 Date Molded: 09/14 , 19 99 Job No. 99 - 2 536 A Permit No: BUP 1999 - 00234 �Iient: 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. 75 Ticket No. T- 165310 Cast By: S . FOX Cu. Yds. 9 OF 9 Load No' Weather: CLEAR Temp. High: 80 66 Temp. Low: Location of Placement: BUILDING B TILT PANEL 13 Test Time: 7 : 30 Concrete Temp: Strength Requirement: 4000 PSI @ 28 days Slump " Cement Typ & I I Mix No/No. Sacks 4 01 OAV R Air Content 4 ' 5 % 1 1/2" 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 9503 09/15 09/21 79,100 28.32 2790 BM 28 ' 9503 09/15 10/12 28 9503 09/15 10/12 — -- � — HOLD 9503 09/15 Remarks: • cc: CITY OF TIGARD BUILDING DEPT BAUGH CONSTRUCTION CO LRS ARCHITECTS VLMK / d"---- Reviewed by: Laboratory Supervisor in full withnid nrinr al ithnrization from this office. - Main Office Branch Office P.O. Box 23814 4060 Hudson Ave., NE Tigard, Oregon 97281 Salem, OR 97301 C arlson Testing, Inc. P FAX (503) 68409540 Phone FAX (503) 589 -1309 September 15, 1999 99- 2536A.CTI Permit No. BUP1999 -00234 FIELD INSPECTION REPORT DATES COVERED: September 14, 1999 PROJECT: Tigard Corporate Center — Building B ADDRESS: 12259 SW 69th — Tigard, OR INSPECTOR: S. Fox, COP#597 1 T. Kastel 09- 14 -99: CTI representatives were onsite for a continuous rebar and concrete inspection. Inspected placement of reinforcing steel, anchor bolts, embed plates and concrete in building "B" tilt panels #11 -18 and 21 -26. Four sets of four 6x12 compressive test cylinders were cast from Ross Island's 4000 psi concrete mix #4010BVR with 1 ' /2" aggregate placed in the above listed panels. All reinforcement, anchor bolts and embed plates were found to be in accordance with project drawings, including all items listed on CTI field report dated 9- 13 -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 submitted, ARLSON TESTIN (; INC. bdiAleft4 0‘.., • -- - 1 PRESIDENT Douglas W. Leach President SF/TK:jp cc: Specht Development Inc — Bob Burns City of Tigard Building Dept Baugh Construction Co LRS Architects VLMK 99- 2536A.fr1 Main Office Branch Office P.O. Box 23814 4060 Hudson Ave., NE Tigard, Oregon 97281 Salem, OR 97301 C arlson Testing, Inc. Phone (503) 684 -3460 Phone (503) 589 -1252 �� FAX (503) 6840954 FAX (503) 589 -1309 September 15, 1999 99- 2536A. CTI Permit No. BUP1999 -00234 FIELD INSPECTION REPORT DATES COVERED: September 13, 1999 PROJECT: Tigard Corporate Center — Building B ADDRESS: 12259 SW 69th — Tigard, OR INSPECTOR: S. Fox, COP#597 09- 13 -99: CTI representative was onsite for periodic inspection of rebar. Inspected placement of reinforcing steel anchor bolts and embed plated in building B tilt panels #11 -18 and panels #21 -26. All were found to be in accordance with project drawings with the following exceptions: A. Panel #13 is missing (4) #5 vertical bars below door openings. B. All second floor and roof line embed plates not located in boundary elements need (2) #4 x 4' 0" bars ties to top and bottom of Nelson studs. C. All clearances need to be achieved and maintained. These items will be inspected by CTI prior to concrete placement on 09- 14 -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 subm' ed, CARL N TESTI )., INC dai * - PRESIDENT Douglas W. Leach President SF /Ijm cc: Specht Development Inc — Bob Burns City of Tigard Building Dept Baugh Construction Co LRS Architects VLMK 99- 2536A.fr