Loading...
Report (739) Carlson Testing , _ Construction Inspection & Related Tests g����� Geotechnical Consulting 6x12 CONCRETE JUN 1 8 2000 REPORT OF TEST SPECIMENS P.O. Box 23814 Test Methods: A`,TM C1 72/C1231/C39/C31/C . 1064/C143 $Y: Tigard, Oregon 97281 � - � _ _- -- _Shone (503) 684 -3460 /'. FAX # 684-0954 05/17 00 T0004403 BUP2000• -00,11 Date Molded: 20 Job No. Permit___ _ Client: S I'E.CH1 DEVELOPMENT INC -- 0013 BURNS T1GARD CORPORATE CENTER PARKING STRUCTURE Project 12. 125 SW 69TH TIGARD OR Address: X • Contractor: Rub Contractor: ROSS ISLAND SAND & GRAVEL 210 T184264 Concrete Supplier: Truck No. Ticket No. 3 . BI<YANT 11 OF 20 1 Cast By: Cu. Yds. Load No. SUNNY 62 Weather: Temp. High: Temp. Low: FOOTING PADS LINE 2 AT 0 -•F FOOTING LINE G FROM 1 TO 3 LINE 1 Location of Placement: FROM A TO F: LINE A FROM 1 TO 4. TEST AT FOOTING PADS LINE 2 AT 0 AND C. 11 :45 71 Test Time: Concrete Temp: 3000 28 4° I Strength Requirement: PSI t days Slump Cement Type 301013 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 1I 7 1856 05/18 05/24 105,250 28.26 3720 AF 28 1856 05/18 06/14 118,070 28.2.6 4180 AF 28 1856 05/18 06/14 121,250 28.26 4290 AF 28 1856 05/18 06/14 118,890 28.26 4210 AF Remarks: �''" cc: I..RS ARCHITECTS C1IY OF TIGARD VLMK / t_A „P -,-;v MANAGER Reviewed by: • Carlson Testing, Inc. Inoelated Tests Geotechnical Consulting 6X1 2 CONCRETE JUN 1 8 2000 1 REPORT OF TEST SPECIMENS I P.O. Box 23814 ASTM C172/CJ231/C39/C31/C1064/C)4; Y' I Tigard, Oregon 97281 Test Methods: Phone (503) 684 -3460 FAX # 684 -0954 06/07 00 T0004403 BUP2000 - 00012 Date Molded: 20 Job No. Permit No: Client: SPECIIT DEVELOPMENT INC - BOB BURNS Project: TI'IGARI) CORPORATE CENTER PARKING STRUCTURE Address: 12125 SW 69T11 1IGARD 0It X Contractor: Sub Contractor: ROSS ISLAND SAND & GRAVEL. 212 A)85832 Concrete Supplier: Truck No. Ticket No. U.PERRY I) OF 20 1 Cast By: • Cu. Yds. Load No. CLOUDY 65 Weather: Temp. High: Temp. Low: COLUMN FOOTINGS E/4 AND 5 Location of Placement: 11: t)0 73 Test Time: Concrete Temp: 3000 28 4 1/4" 1 8 .1 1 Strength Requirement: PSI © days Slump Cement Type 503113 Mix No./No. 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 2.438 06/08 06/14 148,980 28.18 5290 WR 28 2438 06/08 07/05 28 2438 06/08 07/05 HOLD 2438 06/08 Remarks: l cc : I..RS ARCH IF_CT5 , /� CITY OF TIGARD 1G -- 7-Z : � VLMK '� -" i Reviewed by: -n, - ; Y N, L. r•! An F F. .. • • .. Main Office Salem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 Carlson Testing, Inc. Phone (503) 684 -3460 Phone (503) 589 -1252 Phone (541) 330 -9155 g� FAX (503) 684 -0954 FAX (503) 589 -1309 FAX (541) 330 -9163 RE'l_..F ! 'V ED June 15, 2000 JUN 1 a 2000 T0004403. CTI Permit No. BUP2000 -00012 BY:. SHOP INSPECTION REPORT @ Meyers Fab DATES COVERED: June 12, 2000 PROJECT: Tigard Corporate Center Parking Structure ADDRESS: 12125 SW 69th — Tigard, OR INSPECTOR: R. Bates #99070121 06- 12 -00: CTI representative visually inspected stud welds on embeds marked: 52 @ TiG1. Stud welds on above embeds conform to AWS D1.1 code and approved drawings. Our reports pertain to the materials inspected /tested 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, CARLSOM TESTING, I . CHIEF EXECUTIVE OFFICER Douglas W. Leach Chief Executive Officer RB:tkf cc: Specht Development, Inc. — Bob Burns LRS Architects City of Tigard VLMK P:\WORD\REPORTS\FI E LD \T0004403.f2.doc Main Office Salem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 Carlson Testing Inc. Phone (503) 684 -3460 Phone (503) 589 -1252 Phone (541) 330 -9155 FAX (503) 684 -0954 FAX (503) 589 -1309 FAX (541) 330 -9163 .R.ECFTX June 15, 2000 T0004403.CTI JUN 1 nog Permit No. BUP2000 -00012 BY: FIELD INSPECTION REPORT DATES COVERED: June 13, 2000 PROJECT: Tigard Corporate Center Parking Structure ADDRESS: 12125 SW 69th — Tigard, OR INSPECTOR: B. Suminski COP#399, WABO #SUM522258, OBOA #340 06- 13 -00: CTI representative was onsite and noted the rebar was inspected at the slab on grade lines 1 -9 /A- D. The rebar was placed according to plans provided. The rebar needed to be raised off of the ground for proper clearance. This was done. Debris needed to be removed and also some loose rebar needed to be moved. A 3510AVR mix from Ross Island was placed. Concrete tests were performed and two sets of (4) cylinders were cast. Our reports pertain to the materials inspected /tested 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, • RLSON ESTING, IN r . J a taai 60 .•••)..; CHIEF F =' %:t4 ;' Douglas W. Leach Chief Executive Officer BS /Ijm cc: Specht Development, Inc. — Bob Bums LRS Architects City of Tigard VLMK P: \WORD\REPORTS\FI ELD \T0004403.doc