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Report Main;Office Salem Office Bend Office • 2.0. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 C ss���+ e • Tigard, Oregon 97281 Salem, Oregon 97301 Bend, Oregon 97708 6aH �� ®� ����ng 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 Daily Report of Structural Steel Client: CLEAN WATER SERVICES (DURHAM) - JOEL BORCHERS Project: CWS DURHAM AERATION BASIN 3 REPAIR CTI Job #: T0508904.A Address: 16060 SW 85TH AVENUE TIGARD OR Jurisdiction: TIGARD CTI representative R. CANALES OBOA 637 was on site this date Dec. 10, 2008 to perform Special Inspection for: Permit BUP2008 -00333 DFS #(s) PO Number: CONTRACT SCOPE OF INSPECTION Location of steel inspection [to include grid lines, elevations (floors) and drawing details]: 1. Checked in with superintendent, client or shop rep. Name: JOEL PRELIMINARY INSPECTION OF WORK BEING DONE AT COm an CLEANWATER SERVICES • AREATION BASIN #3, CELLS 3 & 4. WPS & WELDER • P y CERTS NOT ON SITE AT THIS TIME. CONTRACTOR WILL 2. Inspection was "IBC" ❑ Continuous © Periodic HAVE CERTS & WPS ON SITE BY NEST VISIT. WORK 3. Work performed: © In the field ❑ At fab shop BEING DONE IS 3/16" FILLET WELDS PER 3/S2. 4. If shop inspection do they have fabrication and QC procedures? 0 Yes ❑ No © N/A INSPECTION Yes NoN /A 1. Reviewed previous inspection reports'? X - -- 2. Verified steel materials are in compliance by reviewing random samples of the mill test reports, steel ID X markings or other documentation. 3. Verified weld filler materials conform. X * DOCUMENT #(S) = 3/S2 4. Checked steel members to see they were fabricated and DATED = 09 , REV 1 erected in accordance with the workmanship and X tolerances required. 5. Checked welded studs and structural connections were REPORT SUMMARY installed as required. X 6. Verified high strength bolts and fasteners conform. x 1. Work inspected was: ❑ Completed © In progress 7. Verified the quality of welds produced by welders, ro 2. Work inspected in progress welding operators, and tackers conform. X P P g LI 8. Verified steel frame joint details for bracing, stiffening. Approved plans and specifications Shop drawings member locations, and application of joint details at each X RFI Design change 0 Submittal 11111 N/A connection are in compliance by random sampling. Document #(s) * Dated: * WELDER INFORMATION 3. Noncompliance item(s) were noted this date, details on Welders Name: KEN WALLACE following page(s). El Yes No © N/A Certification #: 4. Noncompliance item(s) were reinspected this date, details Yes No N/A on following page(s). ❑ Yes ❑ No © N/A 1. Verified the contractor's Welding Procedure Specifications are in conformance with X 1=1 Conform 0 Remain in progress AWS requirements. 2. Verified the essential variables outlined in the Report(s) findings were discussed and left with Welding Procedure Specifications were X JOEL employed during execution of the work. o f CLEANWATER SERVICES 3. Verified the weldability of reinforcing steel Based on the Code, approval is required from the Building Official before the other than ASTM A706. X SPECIAL INSPECTED items noted above can be covered. Carlson Testing has no authority to direct work of contractors or subcontractors. 0 See additional report page(s). 0 Distribute attachments. Page 1 of 1 Daily Report of Structural Steel For: 12/10/2008 CTI Job #: T0508904 .A Project: CWS DURHAM AERATION BASIN 3 REPAIR Notes: In some cases more than one box may be checked for a given item on the front page. 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. Reviewed By: James Hietpas Review Date: 12/19/2008 RC /JWA CLEAN WATER SERVICES (DURHAM) - RANDY NAEF TO: CITY OF TIGARD BUILDING DIVISION PETERSON STRUCTURAL ENGINEERS - ERIK PETERSON G H MCCULLOCH INC - BROCK INMAN