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'= 111 96 F.S.= 3 <br />Ng= 17 Ky= 17 hic= 26 <br />( 80 26 ) + (106.02x 17 ) = 4,783.51 <br />+ 3 = 1,594.5 <br />Use: 1600 Ibif t 2 <br />BEARIN. VALUE <br />40 <br />0 <br />, --"%. Nig rC N isrr N <br />t I <br />1 <br />I' , - <br />k I 1 d', <br />• <br />, .. <br />. I <br />, <br />, i , . ., . , <br />. i <br />a <br />I . <br />1 , <br />. <br />1 <br />., <br />• 11. <br />,. <br />, , <br />!El 60 50 40 30 2/3 1D 20 40 60 80 100 12 <br />Val ues of Nc and Ng <br />1.1c=. NY <br />Values of Ni <br />go = N + Cl\lc + 'Y D Nq2 I. <br />width + cohesion + surcharge <br />B=1 D= 1 c=80 0=26 <br />(106.02 <br />—2— X 17 <br />Test Pit results <br />DEPTH: 10' <br />SOIL TYPE: Sandy Silt <br />524 S Shawnee Dr Santa Ma Ca 92704 Bearing Value <br />524 S Shawnee Dr & <br />Unit# 22/7/2025