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Professional Service Industries, Inc. <br />6032 N. Cutter Circle, Suite 480 <br />Portland, OR 97217 <br />CCB No. 176269 <br />Phone: (503) 289-1778 <br />Fax: (503) 289-1918 <br /> <br />Report No: SIDF:0702623-56/1 <br />Special Inspection Daily Field Report <br />Issue No:1 <br /> <br />DREW WILDER, ERIC <br />Client: CC: <br />COLUMBIA HELICOPTERS INC <br />These test results apply only to the specific locations and materials noted and may not <br />represent any other locations or elevations. This report may not be reproduced, except in full, <br />HOLMGREN, JIM <br />14452 AMDT RD <br /> <br />without written permission by Professional Service Industries, Inc. If a non-compliance <br />TRUSSELL, NICK <br />appears on this report, to the extent that the reported non-compliance impacts the project, the <br /> <br />resolution is outside the PSI scope of engagement. <br />SHUR, RICK <br />AURORA, OR 97002 <br /> <br /> TERRIER, STEVE ., <br />STEVE ENTENMAN <br /> <br />Project: <br />COL. HELICOPTER P714 TEST CELL <br /> <br />Approved Signatory: John Eakman (Project Manager) <br />AURORA OR <br />Date of Issue: 12/14/2011 <br /> <br />Date: General Contractor: <br />11/29/2011 Centrex <br />Permits: Weather: <br />11-04808 40's/Overcast <br />Type of Inspection Performed <br /> <br />Reinforced Concrete Structural Masonry High Strength Bolting Fireproofing New InspectionRe-Inspection <br /> <br />Reinforcing Steel Soils Welding Other Standby Time: <br />Field Observations & Comments <br />Special Inspection Continuous Periodic <br /> <br />Location(s)/Item(s): <br />8" CMU screen wall, single lift (no grid lines) <br />Referenced Details/Drawings: <br />1/SK7, SK 2 of 3, (1) #5 vertical at 24" on ceter, singl ebar (no lap), and (2) #4 horizontals at 48" on center with 24" lap. <br />Remarks: <br />PSI arrived onsite as scheduled to provide special inspection of structural masonry. Grout placement was monitored for single <br />of electrical utilities screen wall. (4-1/4) cubic yards of Wilsonville Concrete Mix #307009W 7-sack 3/8 Pea Gravel, 70-30 2000psi grout <br />was placed by pump and was mechanically vibrated. Cleanouts were inspected prior to grouting and were found to be free of debris. <br /> <br />Reinforcing steel was grade 60 of bar sizes and laps as listed above with acceptable cleanliness, clearances, and was secured against <br />displacement, in compliance with the approved plans. <br />construction documents are: <br />Conforming Non-Conforming <br /> <br />Inspector: Inspector Cert No.: <br />Kristin Jensen OBOA #221 <br />Jobsite Representative: <br /> <br /> <br /> <br />Page 1of 1 <br /> <br />