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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 /> oe oTe T 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#: CB006 <br /> PERMIT#: B1803-043 DATE: 7/16/2018 <br /> CLIENT: Port of Everett PAGE#: 1 of 2 <br /> CONTRACTOR: McClure&Sons INSPECTOR: Ben Fox <br /> Placement Location: Footings from Gridlines B-D/1-2 <br /> Sample Location: 1st Truck, Midload from Chute, Gridline D/1 <br /> Field Data: Eq.No. <br /> Supplier Cadman Concrete Slump,in.(C143) 7.00 32 <br /> Mix# P5C40476 Air Content,%(C231) 3.6 15 <br /> Mix Description 7sk w/-1sk Fly Ash,#57 Agg,Glenium7500,AE90 Unit Weight,pcf(C138) NT <br /> Truck/Ticket# 436/523336 Air/Mix Temp.,°F(C1064) 59/71 BF2 <br /> Strength Required 4000 psi at 28 days Field Cure Temperature, °F 58/98 BF2 <br /> Quantity Placed,cy -41 Cure Method-Initial/Final Container/Water Tank <br /> Time Batched 5:57 AM Water Added on Job,gals 0 <br /> Time Sampled 6:41 AM Water Requested by <br /> Laboratory Data: <br /> Lab Test,Age Test:. Total Load Avg.D Area Compressive • Remark • <br /> s <br /> No. (Days) Date (ibs) (in) (in2) Strength(psi) <br /> 84478 7 07-23 55920 4.00 12.57 4450 TYPE 2: <br /> 84479 28 08-13 71860 4.00 12.57 5720 TYPE 2- <br /> 84480 28 08-13 70150 4.00 12.57 5580 TYPE 2: <br /> 84481 28 08-13 75290 4.00 12.57 5990 TYPE 2: <br /> 84482 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 to perform sampling/testing of the concrete and inspect the <br /> reinforcing steel. The concrete was placed via the truck chute, internally vibrated, and hand <br /> finished. All reinforcing steel conformed to the approved plans (S1.2, S2.1, S5.1) and <br /> specifications (03 30 00). <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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