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GEOT E S T I Oak '.SZ' <br /> Bellingham�Arlington Oak Harbor <br /> www.geotest-inc.com <br /> RMA <br /> ADHESIVE ANCHOR INSPECTION REPORT <br /> PROJECT: Bridge Point Everett 500- Fastsigns TI JOB#: 24-1489 <br /> ADDRESS: 5900 36th Avenue West, Everett, WA REPORT#: AA003 <br /> PERMIT#: B2403-091 DATE: 7/10/2024 <br /> CLIENT: Bridge Industrial PAGE#: 1 of 2 <br /> CONTRACTOR: Northway Construction Inc. INSPECTOR: Tim Martin <br /> Item(s) Inspected Location <br /> 5/8"Threaded Rods for HD Wall-Ties Mezzanine Floor Joists See Image#1 for Locations. <br /> Reference Drawing(s): Notes on S0.1. Details 4 and 5 on S3.1. <br /> Item(s) Inspected Comments <br /> Base Material Condition Fully Cured Concrete, Dry,69° <br /> Drill Bit Type Drilled Prior <br /> Hole Diameter/Depth /� 3/4",5" <br /> Hole Cleanliness Holes Were Blown With Compressed Air,Brushed and Blown Clean <br /> Anchor Spacing/Edge Distance /� Anchors Were Installed Where Shown on Sheet S1.1 <br /> Anchor Type Threaded Rod <br /> Anchor Diameter/Length 5/8"X 10" <br /> Anchor Embedment Y <br /> Adhesive Type Simpson Set G3 <br /> Adhesive Expiration Date 12/04/24 <br /> Adhesive ICC-ES Report [� 2508 <br /> Other ❑ <br /> The above items were conforming V Nonconforming Items(see below) ❑ <br /> Comments: GeoTest was on site as requested to inspect the installation of the <br /> above-mentioned anchor bolts. The anchor bolts were installed as recommended by the <br /> manufacturer's published instructions and were in conformance with the project's drawings. <br /> 5 �. <br /> COPIES:bfox@rmacompanies.com,brian@northwayinc.com,jason@northwayinc.com,smayes@bridgeindustrial.com Reviewed by <br /> This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. <br />