Question: help please Click Submit to complete this assessment. Question 12 Referencing the attached borehole log answer the following questions a What 3 type of soils

help please  help please Click Submit to complete this assessment. Question 12 Referencing
the attached borehole log answer the following questions a What 3 type
of soils samplers were used? b. What soil layer was encountered between

Click Submit to complete this assessment. Question 12 Referencing the attached borehole log answer the following questions a What 3 type of soils samplers were used? b. What soil layer was encountered between 4.6 m below ground surface (bgs) to 12.2 m bgs? c. What is the Specific Gravity. Gg. of the CLAYEY SILT? d. What is the percentage of silt in the CLAYEY SILT? e. A field vane was performed on the CLAYEY SILT at a depth of 12.75 m bgs. What is the undrained shear strength of the sod? f. Referring to the moisture content and plasticity data shown for the shelby tube sample #1 What is the soils consistency? Position Rig type : E: 624868, N: 4835017 (UTM 177) : CME 75, track-mounted SOIL PROFILE Elevation Datum Geodetic (NAD83) Drilling Method Hollowstom augers SAMPLES Penetration Test Values Born x Oyun More Play Headspace Vapour Instrument Details Wor We Elevation Scale Ele Graphic Log Number Type o Death Scale in United Surength Description SPT N Value 10 120 GROUND SURFACE FILL gravely and some si very Tem B B Tch chp webapps/assessment/js coursement d. 210923 course 109201 1.content5866631 questionum 12 outlet THUHUH Bompleta Rige CME mounted SOIL PROFER D ES STE 10 Com Description GROUNDBREASE PILL gave a very ST - 10 . FILLS ya ual "FINE SAND acele de tromol 3 30 11 $ 2 100 INTERBEDDED SANDO NO SILTS tedy, compacto very one grey mo to 1 mense 3 76 m. verden TO 91 m. sky and wet to 12.2m 155 10.7m.compact 05 100 101 CLAYEY SILT sandytrace grave very 55 B B 2 O hp Click Submit to complete this assessment. Question 12 Referencing the attached borehole log answer the following questions a What 3 type of soils samplers were used? b. What soil layer was encountered between 4.6 m below ground surface (bgs) to 12.2 m bgs? c. What is the Specific Gravity. Gg. of the CLAYEY SILT? d. What is the percentage of silt in the CLAYEY SILT? e. A field vane was performed on the CLAYEY SILT at a depth of 12.75 m bgs. What is the undrained shear strength of the sod? f. Referring to the moisture content and plasticity data shown for the shelby tube sample #1 What is the soils consistency? Position Rig type : E: 624868, N: 4835017 (UTM 177) : CME 75, track-mounted SOIL PROFILE Elevation Datum Geodetic (NAD83) Drilling Method Hollowstom augers SAMPLES Penetration Test Values Born x Oyun More Play Headspace Vapour Instrument Details Wor We Elevation Scale Ele Graphic Log Number Type o Death Scale in United Surength Description SPT N Value 10 120 GROUND SURFACE FILL gravely and some si very Tem B B Tch chp webapps/assessment/js coursement d. 210923 course 109201 1.content5866631 questionum 12 outlet THUHUH Bompleta Rige CME mounted SOIL PROFER D ES STE 10 Com Description GROUNDBREASE PILL gave a very ST - 10 . FILLS ya ual "FINE SAND acele de tromol 3 30 11 $ 2 100 INTERBEDDED SANDO NO SILTS tedy, compacto very one grey mo to 1 mense 3 76 m. verden TO 91 m. sky and wet to 12.2m 155 10.7m.compact 05 100 101 CLAYEY SILT sandytrace grave very 55 B B 2 O hp

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