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GEOT E S T I Oak '.SZ' <br /> Bellingham�Arlington Oak Harbor <br /> www.geotest-inc.com <br /> RMA <br /> EXPANSION ANCHOR INSPECTION REPORT <br /> PROJECT: Bridge Point Everett 500- Fastsigns TI JOB#: 24-1489 <br /> ADDRESS: 5900 36th Avenue West, Everett, WA REPORT#: EA003 <br /> PERMIT#: B2403-091 DATE: 7/12/2024 <br /> CLIENT: Bridge Industrial PAGE#: 1 of 2 <br /> CONTRACTOR: Northway Construction Inc. INSPECTOR: Tim Martin <br /> Item(s) Inspected Location <br /> Torque Testing:Anchor Bolts for Ledger/Wall Connection Mezzanine Floor at North and West Walls <br /> Torque Testing:Anchor Bolts for Wall Plate to the Foundation All Locations <br /> Reference Drawing(s): S0.1, S3.1 <br /> Item(s) Inspected Comments <br /> Base Material Condition Fully Cured Concrete, Dry,64° <br /> Drill Bit Type Installed Prior to Our Arrival <br /> Hole Diameter/Depth /� See Report EA002 <br /> Hole Cleanliness(If Applicable) ❑ <br /> Anchor Type/Name/Dimensions /� Wedge,Simpson Strong-Bolt ll,3/4"X 10"(Sill Plates 6-1/4") <br /> Anchor Spacing/Edge Distance /� Per Plan <br /> Anchor Embedment /� See Report EA002 <br /> Anchor Torque/Displacement 150 ft.Ibs <br /> Anchor ICC-ES Report 3037 <br /> Other ❑ <br /> The above items were conforming V Nonconforming Items(see below) ❑ <br /> Comments: GeoTest was on site as requested to conduct a torque verification test of the <br /> above mentioned anchor bolts. The above expansion anchor bolts were tightened in <br /> conformance with the manufacturer's instructions and were found to conform with the project's <br /> drawings. <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 />