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600 University Street,Suite 610 <br /> Seattle,WA 98101 <br /> (206)622-0222 Fax(206)622-4764 <br /> moffatt & nictrol www.moffattnichotcom <br /> SITE VISIT MEMO <br /> To: Erik Gerking(POE) <br /> From: Stuart Stringer, PE (M&N) <br /> Date: 24 March 2015 <br /> Subject: Port of Everett ESY Bulkhead Pile Crap Rebar Inspection <br /> M&N Job No.: 8057-03 <br /> Date of Visit: 24 March 2015 <br /> Location: Port of Everett Central Marina <br /> Purpose: Inspection of the Pile Cap Rebar <br /> Time: 12:30pm—3:00pm <br /> Weather: Sunny <br /> Personnel in Attendance: <br /> Stuart Stringer(Moffatt& Nichol) <br /> Elise Gronewald (Port of Everett) <br /> Summary: <br /> Stuart Stringer from Moffatt& Nichol met with Elise Gronewald from the Port of Everett at approx. <br /> 12:30pm to inspect the bulkhead pile cap rebar.The first concrete pour will consist of the lower cap of <br /> Segment A to the southern end of the viewing plat-form seat. Figures 1 and 2 highlight the areas of the <br /> pile cap that will be poured. The inspection checked the cap and seat dimensions, size, number and <br /> position of reinforcement, clear cover, and conformance to the contract documents. <br /> The Contractor was mostly finished installing the rebar at the time of the inspection, as such this was <br /> considered a preliminary inspection. A final inspection will be conducted the morning of the concrete <br /> pour. Overall the rebar was generally installed correctly with the following exceptions. All of these items <br /> were pointed out to Mike P. of Bergerson. <br /> 1) There were many areas along the waterside face of the cap that had inadequate clear cover(see <br /> Figure 3). <br /> 2) The transition between the overhang and the viewing platform seat was not installed correctly, <br /> per the detail provided in RFI 19. Discontinuous bars did not extend 3ft past the transition,the <br />