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HomeMy WebLinkAboutformboardTesting DetailsTested By:Mike Kiefer Date Tested:3/30/2022Field Methods:ASTM D 6938Gauge Type:26 Troxler 3430 Test Mode:Direct TransmissionModel Number:3440 Standard Count: Density:2023Serial Number:68078 Standard Count: Moisture:648Weather:Clear Test ResultsTestNo.Method Proctor Sample ID ProbeDepth(in.) WetDensity(lb/ft³) WaterContent(%) OWCVar (%)DryDensity(lb/ft³) Comp(%)Results 1 D 6938 N/A 12 110.6 6.7 N/A 103.7 N/A N/A2D 6938 N/A 12 113.2 7.8 N/A 105.0 N/A N/A3D 6938 N/A 12 110.8 6.4 N/A 104.1 N/A N/ALocationGeneral Location: Bay 1 ( East )TestNo.Location Test Elev/Depth Material/Layer 1 Northeast Area Slab On Grade Structural Fill2Southwest Area Slab On Grade Structural FillGeneral Location: Bay 2 ( West )TestNo.Location Test Elev/Depth Material/Layer 3 Center Slab On Grade Structural Fill 615 SW Biltmore StreetPort St. Lucie, FL 34983Phone: (772) 408-1050Fax: (772) 408-1049Field Density Test Report Project:B & A Flea Market - 3313 Oleander Ave Client:Wilson Building and Development, Inc. Report No: ND:22-6497 3313 Oleander Avenue, Fort Pierce, FL 6123 170th Avenue NorthLoxahatchee, FL 33470 P222073 Nutting Engineers of Florida, Inc. - Port St. Lucie Location:Project No: PO/Legal: Page 1 of 1Form No: 110244, Report No: ND:22-6497 © 2000-2022 QESTLab by SpectraQEST.com Comments Legend