Laserfiche WebLink
51.5276 <br /> GEOT IFT I Oak Hart <br /> Bellingham I Arlington Oak Harborr <br /> vwvw.geotest-i nc.com <br /> An RMA Company <br /> Concrete Inspection & Compressive Strength Test Report <br /> PROJECT: Marina Maintenance Shop Building JOB#: 23-2601 <br /> ADDRESS: 1205 Craftsman Way, Everett,WA REPORT#: CB001 <br /> PERMIT M B2212-060 DATE: 10/23/2023 <br /> CLIENT: Port of Everett PAGE#: 1 of 2 <br /> CONTRACTOR: INSPECTOR: JD Pattok <br /> Placement Location: F9.5 Spread Footing at Gridline D.6/15 <br /> Sample Location: First Truck, Mid-Load, Middle of Footing <br /> Field Data: Eq. No. <br /> Supplier Miles Sand and Gravel Company Slump, in.(C143) 3.75 15 <br /> Mix# 01550 Air Content, %(C231) NT <br /> Mix Description 5.5 SK,7/8 AGG Unit Weight,pcf(C138) NT <br /> Truck/Ticket# 1046/218778 Air/Mix Temp.,°F(C1064) 54/67 JD01 <br /> Strength Required 4000 psi at 28 days Initial Cure Temperature, °F 51-68 B26 <br /> Quantity Placed,cy 9.5 Cure Method-Initial/Final Container/Water Tank <br /> Time Batched 9:16 AM Water Added on Job,gals 0 <br /> Time Sampled 10:38 AM Water Requested by <br /> Laboratory Data: <br /> Lab Test Age Test Total Load Avg.D Area Compressive <br /> No. (Days) Date (lbs) (in) (in') Strength (psi) Remarks <br /> 63990 7 10-30 0 0.00 0.00 0 <br /> 63991 28 11-20 0 0.00 0.00 0 <br /> 63992 28 11-20 0 0.00 0.00 0 <br /> 63993 28 11-20 0 0.00 0.00 0 <br /> 63994 Hold 00-00 0 0.00 0.00 0 <br /> Reinforcement V Conforming ❑ Non-Conforming ❑ N/A Specimen Size 4"X 8" <br /> Strength Attained at 28 Days: Test Reference ASTM C31/C39/C1231 <br /> Comments: GeoTest was on site to provide concrete placement inspection and testing for the <br /> above items. The reinforcement was inspected prior to placement and found to conform to <br /> 10/S3.0, with anchor rods laid out per 12/S4.0. The concrete was placed via truck chute and <br /> internally vibrated. GeoTest will return for further inspections and testing upon request. <br /> COPIES:jamesmcmonagle@tricocompanies.com,joee@portofeverett.com,JohnK@portofeverett.com, Reviewed by <br /> markknudson@tricocompanies.com,stevegarka@tricocompanies.com,todd@2812architecture.com,zachdalseg@tricocomp <br /> anies.com <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 />