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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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51.5276 <br /> GEOT IFT I Oak Hart <br /> Bellingham I Arlington 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#: CB001 <br /> PERMIT M DATE: 7/8/2024 <br /> CLIENT: Tiger Pearson Construction PAGE#: 1 of 2 <br /> CONTRACTOR: Tiger Pearson Construction INSPECTOR: Tim Martin <br /> Placement Location: MCRE Slab Section North of Step <br /> Sample Location: The Northern 2/3rds of the Slab Section Poured <br /> Field Data: Eq. No. <br /> Supplier Heidelberg Materials Slump, in.(C143) 6.00 19 <br /> Mix# PREPELEX5 w/HYCRETE Air Content, %(C231) NT <br /> Mix Description PREPELEX w/HYCRETE Unit Weight,pcf(C138) NT <br /> Truck/Ticket# 347/1473093 Air/Mix Temp.,°F(C1064) 78/81 A31 <br /> Strength Required 4000 psi at 28 days Initial Cure Temperature, °F 55-94 A50 <br /> Quantity Placed,cy 15 Cure Method-Initial/Final Container/Water Tank <br /> Time Batched 11:03 AM Water Added on Job,gals 10 <br /> Time Sampled 11:52 AM 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 /> 71745 7 07-15 49270 3.99 12.50 3940 TYPE 2: <br /> 71746 28 08-05 60730 4.00 12.57 4830 TYPE 5: <br /> 71747 28 08-05 61330 4.00 12.57 4880 TYPE 2: <br /> 71748 28 08-05 65280 4.00 12.57 5190 TYPE 2: <br /> 71749 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: 4970 psi Test Reference ASTM C31/C39/C1231 <br /> Comments: GeoTest was on site as requested to inspect the placement of the reinforcing steel <br /> and concrete at the above locations. <br /> The reinforcing steel was in place and was found to conform with Drawing S3.1. The concrete <br /> was placed using a boom pump. <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 /> Arlington Lab,20527 67th Ave NE,Arlington,WA 98223 <br />
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