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Report (755) 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 FAX (503) 684 -0954 Phone (503) 589 -1252 Phone (541) 330 -9155 FAX (503) 589 1309 FAX (541) 330 -9163 July 11, 2000 T0004403. CTI �-, �,� J , Permit No. BUP2000 -00012 JUL 1 3 2000 SHOP INSPECTION REPORT @ Myers Fab BY: DATES COVERED: July 5 & 6, 2000 PROJECT: Tigard Corporate Center Parking Structure ADDRESS: 12125 SW 69th — Tigard, OR INSPECTOR: R. Bates #99070121 07- 05 -00: CTI representative was at the shop of Myers Fab to visually inspect stud welding and rebar welding on embeds marked 12 @ Tig -1, 4@ TIG -5, 6 © TIG -6 and 38 @ TIG -7. Stud and rebar welding on above embeds conform to AWS DI.1 and D1.4 code and approved drawings. 07- 06 -00: CTI representative was at the shop of Myers Fab to visually inspect stud welding and rebar welding on embeds marked 136 A Tig -1, 2 @ Tig -2, 18 @ Tig -3, 7 @ Tig-4 and 47 @ TIG -7. Stud welding and rebar welding on above pieces conform to AWS D1.1 and DI.4 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. f �; espectfully submitted, i r , l ':' RR�L,SON # STING, IN I> CHEF EXECUTIVE OFFICER Douglas W. Leach Chief Executive Officer RB:tkf cc: Specht Development, Inc. — Bob Burns LRS Architects City of Tigard VLMK 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. T Phone (503) 684 -3460 FAX (503) 684 -0954 Phone (503) 589 -1252 Phone (541) 330 -9155 FAX (503) 589 1309 FAX (541) 330 -9163 REC IETVED JUL 1 3 2000 July 11, 2000 T0004403.CTI BY: Permit No. BUP2000 -00012 FIELD INSPECTION REPORT DATES COVERED: July 10, 2000 • PROJECT: Tigard Corporate Center Parking Structure ADDRESS: 12125 SW 69th — Tigard, OR INSPECTOR: D. Vick COP#722, OBOA#424 07- 10 -00: CTI representative was onsite and inspected rebar in columns (interior 4, 5, & 6/E & F between second and third level). A 5000 psi concrete mix 5031B was placed by bucket, consolidated by vibrator. Approximately (4) cubic yards were placed. Cast one set of (4) 6x12 samples. Rebar, placement, and concrete were in compliance with approved plans and specifications. 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, • ', I A RLSO ESTING, IN CHIEF EXFCIUTIVE OFFICER Douglas W. Leach Chief Executive Officer DV /Ijm cc: Specht Development, Inc. — Bob Burns LRS Architects City of Tigard VLMK P: \WORD \REPORTS \FIELD \T0004403.fr2.doc