Laserfiche WebLink
,AENL_ Engeo Inc. <br /> QW <br /> Project Holly Master Plan-Building H&I Operator JM-IY Filename SDF(439).cpt <br /> Job Number 15188.000.006 Cone Number DDG1596 GPS <br /> Hole Number CPT-01 Date and Time 10/22/2021 2:58:56 PM Maximum Depth 50.69 ft <br /> EST GW Depth During Test 7.00 ft <br /> Net Area Ratio.8 <br /> CPT DATA <br /> J <br /> LLI TIP FRICTION Fs/Qt SPT N 0 m - <br /> > <br /> 0 TSF 50010 TSF 10 0 % 1010 300 0 12 <br /> 0 <br /> 10 <br /> 20 <br /> 30 <br /> 40 <br /> 50 <br /> 60 <br /> 70 <br /> 80 <br /> 90 <br /> 100 <br /> 1 - sensitive fine grained 04- silty clay to clay ■7- silty sand to sandy silt 010- gravelly sand to sand <br /> 02- organic material IL 5- clayey silt to silty clay 8- sand to silty sand li 11 -very stiff fine grained(') <br /> m3- clay ■6- sandy silt to clayey silt 9- sand ■12- sand to clayey sand(*) <br /> Cone Size 15cm squared S*Soil behavior type and SPT based on data from UBC-1983 <br />