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5900 36TH AVE W 2025-01-13
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5900 36TH AVE W 2025-01-13
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1/13/2025 1:10:20 PM
Creation date
11/12/2024 9:24:14 AM
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36TH AVE W
Street Number
5900
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GEOT E S T I Harbor 1 a$ <br /> Bellingham I Arlington Oak Harbor <br /> vwwv.geotest-i nc.com <br /> A,RMA Company <br /> Concrete Inspection & Compressive Strength Test Report <br /> PROJECT: Bridge Point Everett 500- Fastsigns TI JOB#: 24-1489 <br /> ADDRESS: 5900 36th Avenue West, Everett,WA REPORT#: CB002 <br /> PERMIT M B2403-091 DATE: 7/10/2024 <br /> CLIENT: Bridge Industrial PAGE#: 1 of 3 <br /> CONTRACTOR: Northway Construction Inc. INSPECTOR: Tim Martin <br /> Placement Location: Truck Loading Dock Leveler Base Slab, 1 at Most Northern Dock and 2 at most Southern Docks <br /> Sample Location: Sampled from the Mixer Truck's Chute after 2 Yards had been Discharged <br /> Field Data: Eq. No. <br /> Supplier Miles Sand and Gravel Company Slump, in.(C143) 5.50 19 <br /> Mix# 0255006 Air Content, %(C231) NY <br /> Mix Description 5.5sk.7/8", Poly Unit Weight,pcf(C138) NT <br /> Truck/Ticket# 1179/1126805 Air/Mix Temp.,°F(C1064) 76/78 A31 <br /> Strength Required 4000 psi at 28 days Initial Cure Temperature, °F A31 <br /> Quantity Placed,cy 9 Cure Method-Initial/Final Container/Moist Room <br /> Time Batched 11:37 AM Water Added on Job,gals 5 <br /> Time Sampled 12:27 PM Water Requested by Contractor <br /> Laboratory Data: <br /> Lab Test Age Test Total Load Avg.D Area Compressive <br /> No. (Days) Date (Ibs) (in) (in 2) Strength (psi) Remarks <br /> 71818 7 07-17 0 0.00 0.00 0 <br /> 71819 28 08-07 0 0.00 0.00 0 <br /> 71820 28 08-07 0 0.00 0.00 0 <br /> 71821 28 08-07 0 0.00 0.00 0 <br /> 71822 Hold 00-00 0 0.00 0.00 0 <br /> Reinforcement V Conforming ❑ Non-Conforming ❑ N/A Specimen Size 4"X 8" <br /> Strength Attained at 28 Days: Test Reference ASTM C31/C39/C1231 <br /> Comments: GeoTest was on site as requested to inspect the concrete placement at the above <br /> locations. The reinforcing steel was in placed and was found to conform with the project's <br /> drawings. The concrete was placed directly from the mixer truck's chute (see photo) and was <br /> mechanically consolidated. <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 /> The above test results relate to the sample(or location)tested. <br />
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