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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
Street Name
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 /> VeTe5T 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#: CB005 <br /> PERMIT#: B1803-043 DATE: 7/11/2018 <br /> CLIENT: Port of Everett PAGE#: 1 of 2 <br /> CONTRACTOR: McClure&Sons INSPECTOR: Ben Fox <br /> Placement Location: Plinths at Gridlines C/2, B-D/3-6,and B-D/12 <br /> Sample Location: 1st Truck, Midload from Chute, Plinth at D/5 <br /> Field Data: Eq.No. <br /> Supplier Cadman Concrete Slump,in.(C143) 6.50 32 <br /> Mix# P5C40476 Air Content,%(C231) 4.2 15 <br /> Mix Description 75k wi-15k Fly Ash,#57 A99.,Glenium 7500,AE90 Unit Weight,pcf(C138) NT <br /> Truck/Ticket# 436/521520 Air/Mix Temp.,°F(C1064) 60/72 BF1 <br /> Strength Required 4000 psi at 28 days Field Cure Temperature,°F 58/98 BF1 <br /> Quantity Placed,cy -7 Cure Method-Initial/Final Container/Water Tank <br /> Time Batched 5:49 AM Water Added on Job,gals 0 <br /> Time Sampled 6.32 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 /> 84279 7 07-18 59490 4.01 12.63 4710 TYPE 3: <br /> 84280 28 08-08 68380 4.00 12.57 5440 TYPE 3 <br /> 84281 28 08-08 72480 4.00 12.57 5770 TYPE 3 <br /> 84282 28 08-08 69940 4.00 12.57 5560 TYPE 3: <br /> 84283 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 placed and to <br /> inspect the reinforcing steel at the above-referenced plinths. The concrete was placed via truck <br /> chute, internally vibrated, and was hand finished. All reinforcing conformed to the approved <br /> plans (S1.2, S2.1, S5.1, S5.4) and 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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