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1215 80TH ST SW 2025-08-22
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1215 80TH ST SW 2025-08-22
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Last modified
8/22/2025 9:09:38 AM
Creation date
7/16/2025 11:57:04 AM
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80TH ST SW
Street Number
1215
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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: Baker View Logistics Center JOB#: 23-0217 <br /> ADDRESS: 1215 80th Street SW, Everett, WA REPORT#: CB044 <br /> PERMIT M B2204-048 DATE: 4/8/2024 <br /> CLIENT: SMARTCAP Baker View Logistics Park, LLC PAGE#: 1 of 2 <br /> CONTRACTOR: Sierra Construction Company, Inc. INSPECTOR: Ben Fox <br /> Placement Location: Interior Slab, Gridline-C.5-E.5/14.8-15 and E.5-F/14-15 <br /> Sample Location: 2nd Truck, Mid-load from Chute <br /> Field Data: Eq. No. <br /> Supplier Miles Sand and Gravel Company Slump, in.(C143) 5.00 32 <br /> Mix# 0255006 Air Content, %(C231) NT <br /> Mix Description 5.5sk w/#57 Agg.,MSET AC534, Polyheed 997 Unit Weight,pcf(C138) NT <br /> Truck/Ticket# 1188/1103434 Air/Mix Temp.,°F(C1064) 49/56 A8 <br /> Strength Required 4500 psi at 28 days Initial Cure Temperature, °F 48-63 A8 <br /> Quantity Placed,cy —32 Cure Method-Initial/Final Container/Water Tank <br /> Time Batched 5:32 AM Water Added on Job,gals 0 <br /> Time Sampled 6:20 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 /> 68733 7 04-15 59030 3.99 12.50 4720 TYPE 3: <br /> 68734 28 05-06 0 0.00 0.00 0 <br /> 68735 28 05-06 0 0.00 0.00 0 <br /> 68736 28 05-06 0 0.00 0.00 0 <br /> 68737 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 onsite as requested to perform special inspections for the reinforcing <br /> steel/concrete placement for the above-referenced slab where the demolition for the pin pile <br /> installation took place. All reinforcing conformed to the approved plans (S1.2). Concrete was <br /> placed via truck chute, internally consolidated, and machine finished. <br /> COPIES:BrianBR@thesmartcapgroup.com,JacobB@sierraind.com,jasonn@sierraind.com,Luis@thesmartcapgroup.com, Reviewed by <br /> markn@engineersnw.com,MitchK@sierraind.com,nolanv@sierraind.com,rkhan@everettwa.gov <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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