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HomeMy WebLinkAboutFIELD DENSITY TEST REPORTTesting DetailsTested By:Mike Kiefer Date Tested:2/9/2022Field Methods:ASTM D 6938Gauge Type:26 Troxler 3430 Test Mode:Direct TransmissionModel Number:3440 Standard Count: Density:2018Serial Number:68078 Standard Count: Moisture:648Weather:OvercastProctor InformationSample ID Material Description Method MDD(lb/ft³)OWC (%) 22-2699-S01 Gray Sand, Trace Limestone ASTM D 1557 (C)112.5 10.4Test ResultsTestNo.Method Proctor Sample ID ProbeDepth(in.) WetDensity(lb/ft³) WaterContent(%) OWCVar (%)DryDensity(lb/ft³) Comp(%)CompSpec (%)Results 1 D 6938 22-2699-S01 12 123.9 14.4 +4.0 108.3 96 ³98 F2D 6938 22-2699-S01 12 124.6 16.3 +5.9 107.1 95 ³98 F3D 6938 22-2699-S01 12 124.2 15.2 +4.8 107.8 96 ³98 FLocationGeneral Location: Metal BuildingTestNo.Location Test Elev/Depth Material/Layer 1 Northeast Area Slab On Grade Structural Fill2CenterSlab On Grade Structural Fill3Southwest Area Slab On Grade Structural Fill This report shall not be reproduced, except in full, without the prior written approval of Nutting Engineers. Theresults presented here relate only to the items inspected or tested 615 SW Biltmore StreetPort St. Lucie, FL 34983Phone: (772) 408-1050Fax: (772) 408-1049Field Density Test Report Project:Palmetto Creek Shop - 2465 Johnston Rd Client:Anthony Gonzalez Report No: ND:22-2699Issue No: 1 2465 Johnston Road, Fort Pierce, FL 2465 Johnston RoadFort Pierce, FL 34951 P221920 Nutting Engineers of Florida, Inc. - Port St. Lucie Location:Project No: PO/Legal:Reviewed By: Christopher E. Gworek P.E. #699472/14/2022Date: Page 1 of 1Form No: 110244, Report No: ND:22-2699 © 2000-2022 QESTLab by SpectraQEST.com OWC = Optimum Water ContentMDD = Maximum Dry DensityF = Result does not meet specification Comments LegendSteel Already In The Footings