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741 Marine Drive,Bellingham, WA 98225 www.geotest-inc.com <br /> sir <br /> ., <br /> tJ { T '5T20611 67th Ave.NE. Unit A Arlington, WA 98223 <br /> I'1511;': '#_ 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#: CB008 <br /> PERMIT#: B1803-043 DATE: 9/6/2018 <br /> CLIENT: Port of Everett PAGE#: 1 of 3 <br /> CONTRACTOR: McClure&Sons INSPECTOR: Ben Fox <br /> Placement Location: Shear Wall Stem Walls from Gridlines B-D/1-2 and B-D/10-11 <br /> Sample Location: 1st Truck, Midload from Chute at Pump Hopper, Shear Wall Stem Wall at Gridling B/1 <br /> Field Data: Eq. No. <br /> Supplier Cadman Concrete Slump,in.(C143) 6.25 32 <br /> Mix# 5C40876 Air Content,%(C231) 6.0 27 <br /> Mix Description 7sk w/15k Fly,#8 Agg,AE90,Glenium(Extra 0.5 gal added onsite) Unit Weight,pcf(C138) NT <br /> Truck/Ticket# 421/544705 Air/Mix Temp.,°F(C1064) 72/77 BF3 <br /> Strength Required 4000 psi at 28 days Field Cure Temperature,°F 59-83 BF3 <br /> Quantity Placed,cy 60 Cure Method-Initial/Final Container/Water Tank <br /> Time Batched 10:22 AM Water Added on Job,gals 10 <br /> Time Sampled 11.26 AM Water Requested by Contractor <br /> Laboratory Data: <br /> Lab Test Age Test Total Load Avg.D Area Compressive Remarks <br /> No. {Days) Date (lbs) {in) (in°) Strength (psi) <br /> 86670 4 09-10 40430 4.00 12.57 3220 TYPE 2: Field Cure <br /> 86671 7 09-13 53550 4.00 12.57 4260 TYPE 2- <br /> 86672 28 10-04 68630 4.01 12.63 5430 TYPE 2: <br /> 86673 28 10-04 67260 4.01 12.63 5330 TYPE 2. <br /> 86674 28 10-04 73600 4.01 12.63 5830 TYPE 2: <br /> 86675 Hold 00-00 0 0.00 0.00 0 <br /> 86676 Hold 00-00 0 0.00 0.00 0 Field Cure <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 line pump, <br /> internally vibrated and hand finished (placed to the base of the shear wall sill plates). All <br /> reinforcing/embedded items conformed to the approved plans and specifications (Section 03 <br /> 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 />