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6801 SEAWAY BLVD 2025-05-30
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6801 SEAWAY BLVD 2025-05-30
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Last modified
5/30/2025 1:06:20 PM
Creation date
5/14/2025 9:35:08 AM
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Address Document
Street Name
SEAWAY BLVD
Street Number
6801
Permit
B2203-043
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No
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6801 SEAWAY BLVD
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GEOT IFT I Oak Harbor <br /> vwvw.geotest-i nc.com <br /> An RMA Company <br /> Concrete Inspection & Compressive Strength Test Report <br /> PROJECT: Seaway Commercial Center JOB#: 23-1344 <br /> ADDRESS: 6801 Seaway Blvd, Everett,WA REPORT#: CB021 <br /> PERMIT M B2203-043 DATE: 2/22/2024 <br /> CLIENT: SNBL U.S.A., LTD. PAGE#: 1 of 4 <br /> CONTRACTOR: Foushee&Assoc Co Inc INSPECTOR: Tim Martin <br /> Placement Location: Interior Slab on Grade Section from Line C to E/7 to 10. <br /> Sample Location: 10.25 Yards Placed. Line D to E/9.75 to 10. <br /> Field Data: Eq. No. <br /> Supplier Miles Sand and Gravel Company Slump, in.(C143) 4.50 19 <br /> Mix# 02650C Air Content, %(C231) NT <br /> Mix Description 6.5 sk.Poly,2%NC Accel, 100%HW Unit Weight,pcf(C138) NT <br /> Truck/Ticket# 1189/1093453 Air/Mix Temp.,°F(C1064) 41 /71 A35 <br /> Strength Required 4000 psi at 28 days Initial Cure Temperature, °F A35 <br /> Quantity Placed,cy 420 Cure Method-Initial/Final Container/Moist Room <br /> Time Batched 4:25 AM Water Added on Job,gals 0 <br /> Time Sampled 5:17 AM Water Requested by NA <br /> Laboratory Data: <br /> Lab Test Age Test Total Load Avg.D Area Compressive <br /> No. (Days) Date (Ibs) (in) (inZ) Strength (psi) Remarks <br /> 67294 7 02-29 0 0.00 0.00 0 <br /> 67295 28 03-21 0 0.00 0.00 0 <br /> 67296 28 03-21 0 0.00 0.00 0 <br /> 67297 28 03-21 0 0.00 0.00 0 <br /> 67298 Hold 00-00 0 0.00 1 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 placement of the concrete at the <br /> above mentioned locations. <br /> The reinforcing steel was inspected earlier (see inspection report IR012) and was found to <br /> conform with the project's drawings. The concrete was placed using a boom pump, see photos <br /> below. <br /> The contractor was informed of our inspection results prior to us leaving the job site. <br /> COPIES:adam@2812architecture.com,briggs.porter@pacificpmg.com,dwellbrock@foushee.com,frealing@foushee.com, Reviewed by <br /> jeremy.fenton@pacificpmg.com,mchiles@foushee.com,permitservices@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 />
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