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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 corn <br /> OT?5T 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#: CB003 <br /> PERMIT#: B1803-043 DATE: 7/5/2018 <br /> CLIENT: Port of Everett PAGE#: 1 of 2 <br /> CONTRACTOR: McClure&Sons INSPECTOR: Ben Fox <br /> Placement Location: Plinths from Gridlines B-D/7-10 and Footings from Gridlines B-D/12 <br /> Sample Location: 1st Truck, Midload from Chute, Plinth at C/9 <br /> Field Data: Eq.No. <br /> Supplier Cadman Concrete Slump,in.(C143) 6.75 32 <br /> Mix# 5C40476 Air Content,%(C231) 3.8 15 <br /> Mix Description 7 Sack w-1 SACK Fly Ash,#57Agg.,Glenium 7500,AE90 Unit Weight,pcf(C138) NT <br /> Truck/Ticket# 312/519114 Air/Mix Temp,°F(C1064) 69/76 BF1 <br /> Strength Required 4000 psi at 28 days Field Cure Temperature,°F 68-93 BF1 <br /> Quantity Placed,cy —13 Cure Method-Initial/Final Container I Water Tank <br /> Time Batched 10:01 AM Water Added on Job,gals 20 <br /> Time Sampled 10:52 AM Water Requested by Contractor <br /> Laboratory Data: <br /> Lab Test Age `Test Total Load Avg.M Area Compressive Remarks <br /> No. (Mays) Date (lbs) (in) (in2) Strength(psi) <br /> 84023 7 07-12 60330 4.01 12.63 4780 TYPE 2: <br /> 84024 28 08-02 68760 4.01 12.63 5440 TYPE 3: <br /> 84025 28 08-02 66480 4.01 12.63 5260 TYPE 3: <br /> 84026 28 08-02 69200 4.01 12.63 5480 TYPE 3- <br /> 84027 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 to inspect the <br /> reinforcing steel for the above-referenced items. The concrete was placed via truck <br /> chute/bucket, internally vibrated, and was hand finished. All reinforcing conformed to the <br /> approved plans (S1.1-S1.5, S2.1, S5,1, S5.4) and specifications. <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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