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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.corn <br /> V �r.iTe 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#: CB002 <br /> PERMIT#: B1803-043 DATE: 6/28/2018 <br /> CLIENT: Port of Everett PAGE#: 1 of 3 <br /> CONTRACTOR: McClure&Sons INSPECTOR: Suzie Miller <br /> Placement Location: Footings/Grade Beams, Gridlines B-D/3-7 <br /> Sample Location: 1st Truck, Begining,via Chute,Gridline B/6 <br /> Field Data: Eq.No. <br /> Supplier Cadman Concrete Slump,in.(C143) 7.75 21 <br /> Mix# PSC40476 Air Content,%(C231) 4.6 16 <br /> Mix Description 7 Sack w/-1 Sack Fly Ash,#57 Agg AE90,Glenium Unit Weight,pcf(C138) N/T <br /> Truck/Ticket# 436/516577 Air/Mix Temp,°F(C1064) 59/69 SM1 <br /> Strength Required 4000 psi at 28 days Field Cure Temperature, °F 62.7/84.9 <br /> Quantity Placed,cy 40.5 Cure Method-Initial/Final Container/Water Tank <br /> Time Batched 7'.05 AM Water Added on Job,gals 0 <br /> Time Sampled 7 35 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 /> 83848 7 07-05 48580 4.01 12.63 3850 TYPE 2. <br /> 83849 28 07-26 67980 4.01 12.63 5380 TYPE 2: <br /> 83850 28 07-26 63130 4.01 12.63 5000 TYPE 3: <br /> 83851 28 07-26 64460 4.01 12.63 5100 TYPE 2: <br /> 83852 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 at <br /> gridlines B-D/3-7. GeoTest had previously inspected the rebar (Geotest's Inspection Report <br /> IR004). <br /> The concrete was placed via the truck chute, internally vibrated, and was hand finished (broom <br /> finish). <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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