t } Summary Table of Geotechnical Tests for Vertical Construction + I I Project Name & Contract Date of Investigation t Site Surface Description (attach photos) 1 t Project Investigation Supervsior + + + Location Sample Location Date of this Report I Atterberg Limits Compression [ASTM 0 ASIMO ASTM O ASTMO artirle Size [ASTM 0422) [ASTM 0 431&) Soii Ciass ASTM 024&7 2166) 2 216 155 6 15&6 ASTM 02435 ASTM 0 30&0 5- Sand [0.07 6 [<O.o75 USCSGroup Type of soil strength,qu Wa ter Ory density, SPT Biow Compresssi ssion index, stress-1, stress-3, angle, phi, Sample No I c &7.2mm) - 4.7 5 mm) mm) ll Pl PI S-ymbol USCS Name lly AASHTO K pa content,% k,gjm' Counts on index,C, Cr K pa K pa K pa 0 Sample Peak G))> loc ation [)epth Gravel Silt & Clay e Na tural Recompres Shear Sh ear Shear friction com 0 coo . CD CJl (J) " " :::J -·<B" :::J =::u :::J CD CJl - - -·co =.co 0 :::J CJl CJl
t + Summary Table of Geotechnical Tests for Vertical Construction } I Project Name & Contract Date of Investigation t t Site Surface Description (attach photos) 1 I Project Location Investigation Supervsior + + + Sample Location Date of this Report I Atterberg Limits Compression [ASTM 0 ASIMO ASTM O ASTMO artirle Size [ASTM 0422) [ASTM 0 431&) Soii Ciass ASTM 024&7 2166) 2 216 155 6 15&6 ASTM 02435 ASTM 0 30&0 Sample No Sample Peak loc ation [)epth Gravel Silt & Clay e Na tural Recompres Shear Sh ear Shear friction 5- Sand [0.07 6 [<O.o75 USCSGroup Type of soil strength,qu Wa ter Ory density, SPT Biow Compresssi ssion index, stress-1, stress-3, angle, phi, I &7.2mm) - 4.7 5 mm) mm) ll Pl PI S-ymbol USCS Name lly AASHTO c K pa content,% k,gjm' Counts on index,C, Cr K pa K pa K pa 0 G))> com 0 coo CD CJl (J) " " :::J -·<B" :::J =::u :::J CD CJl - - -·co =.co 0 :::J CJl CJl .