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HomeMy WebLinkAboutSOIL DENSITY 8 - 19-00731 - The Grove at Thomson Farms PH2 - Hickory - 30 Unit Bldg 4In Place Density of Soils ASTM D2922 & D3017 Project Name: Project Number: Client: Contractor: Date:Tested By: Time Start:Time End: Instrument ID Daily Standardization:MS:DS: Test Number Depth: Elevation:% M: Proctor: % of Proctor: Test Number Test Number Test Number Test Number Test Location: Elevation: Material Type: % of Proctor: Proctor: % M: Dry: Wet: % of Proctor: Proctor: % M: Dry: Wet: Material Type: Elevation: Test Location: % of Proctor: Proctor: % M: Dry: Wet: Material Type: Elevation: Test Location: % of Proctor: Proctor: % M: Dry: Wet: Material Type: Elevation: Test Location: % of Proctor: Proctor: % M: Dry: Wet: Material Type: Elevation: Test Location: % of Proctor: Proctor: % M: Dry: Wet: Material Type: Elevation: Test Location: Reviewed By: Remarks: Page 1 of 2 Depth: Depth: Depth: Depth: Depth: Depth: Pass Fail Dry: Wet:Test Location: Material Type: FailPass FailPass Pass Fail FailPass FailPass FailPass Test Number Test Number лйсͨтрйͨплмрϝϝϝͨωϕϔϔϋωϚϋϔύϘͨωϕϓнкймΎпйоΗΜϛϏϚϋкΛϏύψϟͥΒ΍смннл Thompson Farms 20001 Stillwater Equity Partners Hill and Son Excavation 05/19/2020 F Pelton 3:30 PM 6:30 PM 443 980 5049 12Bottom of Finish Grade 4.614 132 96% Approximately C.8 and 1.5 of Building 6. Bottom of Finish Grade Pit Run 95% 132 3.719 125.3 130 96% 132 4.898 126.4 132.6 Pit Run Bottom of Finish Grade Approximately C.5 and 2.5 of Building 6. 95% 132 4.851 125.2 131.3 Pit Run Bottom of Finish Grade Approximately C.2 and 3.5 of Building 6. 95% 132 4.335 125.2 130.6 Pit Run Bottom of Finish Grade Approximately C.8 and 3.65 of Building 6. 95% 132 5.831 125.4 132.7 Pit Run Bottom of Finish Grade Approximately D.5 and 3.65 of Building 6. 97% 132 5.37 127.4 134.2 Pit Run Bottom of Finish Grade Approximately D.25 and 2.5 of Building 6. Digitally signed by Jacob P Christensen Date: 2020.05.20 14:23:10 -06'00' 12 10 12 12 12 12 1 127 132.4Approximately C.2 and 1.5 of Building 6. Pit Run 5 6 7 2 3 4 Test Number % of Proctor: Proctor: % M: Dry: Wet: Material Type: Elevation: Test Location: Proctor: % of Proctor: % M: Dry: Wet: Material Type: Elevation: Test Location: Proctor: % of Proctor: % M: Dry: Wet: Material Type: Elevation: Test Location: Proctor: % of Proctor: % M: Dry: Wet: Material Type: Elevation: Test Location: Proctor: % of Proctor: % M: Dry: Wet: Material Type: Elevation: Test Location: Proctor: % of Proctor: % M: Dry: Wet: Material Type: Elevation: Test Location: Proctor: % of Proctor: % M: Dry: Wet: Material Type: Elevation: Test Location: Proctor: % of Proctor: % M: Dry: Wet: Material Type: Elevation: Test Location: Proctor: % of Proctor: % M:Elevation: Wet:Test Location: Material Type: Dry: Page 2 of 2 % of Proctor: Proctor: % M: Dry: Wet: Material Type: Elevation: Test Location: Depth: Depth: Depth: Depth: Depth: Depth: Depth: Depth: Depth: Depth: FailPass Pass Fail Pass Fail Pass Fail Pass Fail Pass Fail Pass Fail Pass Fail Pass Fail Pass Fail Test Number Test Number Test Number Test Number Test Number Test Number Test Number Test Number Test Number 96% 132 5.333 127.1 133.9 Pit Run Bottom of Finish Grade Approximately D.75 and 2.5 of Building 6. 132 97% 5.065 128.1 134.5 Pit Run Bottom of Finish Grade Approximately D.5 and 1.25 of Building 6. 10 12 8 9