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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#: EA002 <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 /> A)Ledger for the Edge of Deck Support Mezzanine:North and West Concrete Walls <br /> B)Shear Wall Sill Plates All Wall Locations <br /> Reference Drawing(s): Details 4 and 5 on S3.1. <br /> Item(s) Inspected Comments <br /> Base Material Condition Fully Cured Concrete, Dry,73° <br /> Drill Bit Type Drilled Prior <br /> Hole Diameter/Depth /� A) 3/4"x 6"B)3/4"x 4-3/4" <br /> Hole Cleanliness(If Applicable) Bolts Installed Prior to Arrival <br /> Anchor Type/Name/Dimensions /� Expansion Simpson Strong Bolt II.A)3/4"X 10"B)3/4"X 6-1/4" <br /> Anchor Spacing/Edge Distance /� Per Plan <br /> Anchor Embedment A) 6" B)4-3/4" <br /> Anchor Torque/Displacement Bolt Installed Prior to Arrival <br /> Anchor ICC-ES Report 3037 <br /> Other El <br /> The above items were conforming V Nonconforming Items(see below) <br /> Comments: GeoTest was on site to inspect the expansion anchor bolt for the ledger plates at <br /> the Mezzanine's North and West Wall Lines. <br /> The bolts were found to conform with the project's drawings. <br /> Note: The contractor is going to schedule a torque verification test for the anchor bolts <br /> inspected today. <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 />