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3301 SEAWAY BLVD TERRA POWER 2025-01-13
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3301 SEAWAY BLVD TERRA POWER 2025-01-13
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Last modified
1/13/2025 8:19:19 AM
Creation date
10/31/2024 2:50:47 PM
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Address Document
Street Name
SEAWAY BLVD
Street Number
3301
Tenant Name
TERRA POWER
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GEOT IFT I Oak Harbor <br /> www.geotest-inc.com <br /> An RMA Company <br /> Concrete Inspection & Compressive Strength Test Report <br /> PROJECT: TerraPower Industrial Foundation JOB#: 23-3648 <br /> ADDRESS: 3301 Seaway Blvd, Everett,WA REPORT#: CB004 <br /> PERMIT M 2024-0503 DATE: 8/5/2024 <br /> CLIENT: Tiger Pearson Construction PAGE#: 1 of 2 <br /> CONTRACTOR: Tiger Pearson Construction INSPECTOR: Ben Fox <br /> Placement Location: Slab-on-Grade for Upper Slab Infill <br /> Sample Location: 1st Truck, From Chute at Pump Hopper, Southwest Corner <br /> Field Data: Eq. No. <br /> Supplier Heidelberg Materials Slump, in.(C143) 6.50 32 <br /> Mix# PREPELEX5 Air Content, %(C231) NT <br /> Mix Description 7sk(16%Fly)w/3/4"Agg.,Glen7500,Hycrete Unit Weight,pcf(C138) NT <br /> Truck/Ticket# 373/1477840 Air/Mix Temp.,°F(C1064) 72/75 A17 <br /> Strength Required 4000 psi at 28 days Initial Cure Temperature, °F A17 <br /> Quantity Placed,cy —12 Cure Method-Initial/Final Container/Water Tank <br /> Time Batched 7:34 AM Water Added on Job,gals 0 <br /> Time Sampled 8:20 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 /> 72846 7 08-12 0 0.00 0.00 0 <br /> 72847 28 09-02 0 0.00 0.00 0 <br /> 72848 28 09-02 0 0.00 0.00 0 <br /> 72849 28 09-02 0 0.00 0.00 0 <br /> 72850 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 inspections of reinforcing steel/concrete <br /> placement and sample/test the concrete at the above-referenced locations. The weather <br /> conditions were approximately 72°F and inside. Reinforcement was found to be in <br /> conformance with the approved structural drawings (S2.1, 1&4/S3.1). Concrete was placed via <br /> a boom pump, internally vibrated, and was hand-finished. The results of our inspections were <br /> discussed with the contractor prior to leaving the site. GeoTest will return upon request for <br /> further inspections. <br /> COPIES:brady@tigerconstruction.us,Todd@tigerconstruction.us 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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