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3310 TERMINAL AVE Geotech Report 2022-10-25
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3310 TERMINAL AVE Geotech Report 2022-10-25
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Last modified
10/25/2022 1:35:15 PM
Creation date
9/4/2020 11:22:53 AM
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Address Document
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TERMINAL AVE
Street Number
3310
Address Document Type
Geotech Report
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741 Marine Drive,Bellingham, WA 98225 www.geotest-inc.com <br /> GeoTe5T 20611 67th Ave.NE. Unit A.Arlington, WA 98223 <br /> phone:(360)733.7318 toll free:(888)251.5276 fax:(360)733.7418 <br /> Concrete Inspection & Compressive Strength Test Report <br /> PROJECT: Cargo Transit Shed Relocation JOB#: 18-0297 <br /> ADDRESS: Everett,WA REPORT#: CB001 <br /> PERMIT#: B1803-043 DATE: 6/26/2018 <br /> CLIENT: Port of Everett PAGE#: 1 of 3 <br /> CONTRACTOR: McClure&Sons INSPECTOR: Ben Fox <br /> Placement Location: Footings/Grade Beams from Gridlines B-D/7-11 <br /> Sample Location: 1st Truck, Midload from Chute <br /> Field Data: Eq. No. <br /> Supplier Cadman Concrete Slump,in.(C143) 7.00 32 <br /> Mix# P5C40476 Air Content,%(C231) 4.3 15 <br /> Mix Description 7 Sack wf-1 Sack Fly Ash,#57 Agg.,AE90,Glenium Unit Weight,pcf(C138) NT <br /> Truck/Ticket# 450/515481 Air/Mix Temp.,°F(C1064) 59/67 BF4 <br /> Strength Required 4000 psi at 28 days Field Cure Temperature,°F 62.2/99.3 BF4 <br /> Quantity Placed,cy —47 Cure Method-Initial/Final Container/Water Tank <br /> Time Batched 6.46 AM Water Added on Job,gals 0 <br /> Time Sampled 7:42 AM Water Requested by <br /> Laboratory Data: <br /> Lab Test Age Test Total Load Avg.D Area Compressive <br /> Remarks <br /> No. (Days) Date (lbs) (in) (in') ' Strength(psi) <br /> 83748 7 07-03 49180 4.01 12.63 3890 TYPE 3 <br /> 83749 28 07-24 64540 4.00 12.57 5130 TYPE 2: <br /> 83750 28 07-24 63320 4.00 12.57 5040 TYPE 2 <br /> 83751 28 07-24 62850 4.00 12.57 5000 TYPE 2: <br /> 83752 Hold 00-00 0 0.00 0.00 0 <br /> Reinforcement Inspection Yes n/a: not applicable Specimen Size 4"X 8" <br /> Reinforcement Conforms Yes n/t: not tested Test Reference ASTM C31/C39/C1231 <br /> Comments: GeoTest was onsite as requested to perform sampling/testing of the concrete and <br /> inspect the reinforcing steel for the footings/grade beams from gridlines B-D/7-11. Concrete <br /> was placed via the truck chute, internally vibrated, and was hand finished (broom finish). All <br /> reinforcing steel conformed to the approved plans (S1.2, S2.1, S5.1). <br /> COPIES GeoTest Services Inc Port of Everett 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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