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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
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5900
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51.5276 <br /> GEOT IFT I Oak Hart <br /> Bellingham I Arlington Oak Harbor <br /> vwvw.geotest-i nc.com <br /> An 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#: CB001 <br /> PERMIT M B2403-091 DATE: 6/27/2024 <br /> CLIENT: Bridge Industrial PAGE#: 1 of 2 <br /> CONTRACTOR: Northway INSPECTOR: Ben Fox <br /> Placement Location: Spread Footings and Slab Pourbacks <br /> Sample Location: 1st Truck, Midload from Chute <br /> Field Data: Eq. No. <br /> Supplier Miles Sand and Gravel Company Slump, in.(C143) 4.50 32 <br /> Mix# 025506 Air Content, %(C231) NT <br /> Mix Description 5.5sk w/#57 Agg.,MSET AC534, Polyheed 997 Unit Weight,pcf(C138) NT <br /> Truck/Ticket# 1189/1123992 Air/Mix Temp.,°F(C1064) 61 /70 A27 <br /> Strength Required 4000 psi at 28 days Initial Cure Temperature, °F NT A27 <br /> Quantity Placed,cy —9 Cure Method-Initial/Final Container/Water Tank <br /> Time Batched 5:20 AM Water Added on Job,gals 0 <br /> Time Sampled 6:21 AM Water Requested by <br /> Laboratory Data: <br /> Lab Test Age Test Total Load Avg.D Area Compressive <br /> No. (Days) Date (Ibs) (in) (in2) Strength (psi) Remarks <br /> 71532 7 07-04 0 0.00 0.00 0 <br /> 71533 28 07-25 0 0.00 0.00 0 <br /> 71534 28 07-25 0 0.00 0.00 0 <br /> 71535 28 07-25 0 0.00 0.00 0 <br /> 71536 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 to provide special inspection of reinforcing steel/concrete <br /> placement and sample/test the concrete at the above-referenced locations. Reinforcement was <br /> inspected prior (see GeoTest's Inspection Report IR001) and found to conform. Smooth <br /> dowels were in-place per 2/S2.1. Concrete was placed via the truck chute, internally vibrated, <br /> and hand-finished. The results of our inspections were discussed with the contractor prior to <br /> leaving the site. GeoTest will return upon request for further inspections. <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 /> Arlington Lab,20527 67th Ave NE,Arlington,WA 98223 <br />
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