Summary Table of Geotechnical Tests for Horizontal Construction + + + + + + + + & Project Name Contract Date of Investigation Site Surface Description (attach photos) + + + + + + + + + Project Location Investigation Supervsior Sample Location Date of this + + + + + + + Report AtterbergLimits Compression IASTM 0 ASTMO ASTMO AST0I I Particle Size [ASTM 0422) [ASTM 0 4318) Soil ClmASTM 02487 2166) 2216 1556 1883 ASTM 0 2435 ASTM 0 3080 Sample Sample compressiv Peak Sample No I -J Location Oepth Gravel Silt& e Ciay N atural Recompres Shear Shear Shear friction [4.75· Sand [0.076 Dry [<O.o7 5 USCS Group Type of soil strength,qu Water density, Compremi ssion index, stress-1, stress-2, stress-3, angle,phi, 87.2mm) - 4.75 mm) mm) LL PL PI Symbol c USCS Name by AASHTO Kpa content,% l:gfm' CBR on index,C, Cr K pa K pa K pa G))> 0 0 coo CD :-::·J<C5Jl· :::J =::u CD :::J C_Jl...,· -·co =.co 0 :::J
Summary Table of Geotechnical Tests for Horizontal Construction + + + + + + + Project Name & Contract Date of Investigation Site Surface Description (attach photos) Project Location Investigation Supervsior + + + + + + + + + + Sample Location Date of this Report + + + + + + + AtterbergLimits Compression IASTM 0 ASTMO ASTMO AST0I I Particle Size [ASTM 0422) [ASTM 0 4318) Soil ClmASTM 02487 2166) 2216 1556 1883 ASTM 0 2435 ASTM 0 3080 Sample Sample compressiv Peak Sample No I -J Location Oepth Gravel Silt& Ciay e N atural Recompres Shear Shear Shear friction [4.75· Sand [0.076 [<O.o7 5 USCS Group Type of soil strength,qu Water Dry density, Compremi ssion index, stress-1, stress-2, stress-3, angle,phi, 87.2mm) - 4.75 mm) mm) LL PL PI Symbol USCS Name by AASHTO c Kpa content,% l:gfm' CBR on index,C, Cr K pa K pa K pa 0 G))> 0 coo CD :-::·J<C5Jl· :::J =::u :::J CD C_Jl...,· -·co =.co 0 :::J
AED%20Design%20Requirements%20-%20Geotechncial%20Investigations_Aug%2009.docx