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Allowable Axia! Capacity in <br />Compression (kips) <br />Allowable Axial Capacity in <br />Tension (kips) <br />0 0 <br />Silty Sand (SM) <br />5 <br />- <br />14-inch Concrete <br />-16-inch <br />Concrete <br />- <br />16-inch Steel Pipe <br />I,t <br />l. <br />I <br />t <br />I, <br />5 <br />-14-inch <br />Concrete <br />-'l <br />$-in6[ Concrete <br />-] <br />$-in6l Steel Pipe <br />I--tI <br />--t <br />I <br />II <br />llll <br />I <br />I <br />II If, <br />!l <br />I !l <br />I I <br />l.ll <br />I l. <br />10 10 <br />15 <br />20 <br />25 <br />30 <br />35 <br />40 <br />15 Silty Clay (CL) / Peat <br />Layer <br />c = 0.5 ksf <br />20 <br />d <br />o3 <br />0)o <br />5 <br />0 <br />Silty Clay (CL) <br />Layer <br />c = 1.5 ksf <br />35 Sand Layer (SP), 0 = 32 dc8 <br />Silty Clay (CL) <br />40 <br />45 <br />Sand (SP) Layer <br />0= 16 dcg 45 <br />50 Silty Clay Layer (CL) <br />c=2ksf <br />50 <br />550 10 20 30 40 50 60 70 80 90 100 1'10 120 130 140 010203040506070 80 90 100 <br />0Factor of Safety = 2.9 Factor of Safety - 2 <br />AXIAL CAPACITIES OF 14" and 16" Square Concrete Piles & 16" Dia. Steel Pipe Pile PROJECT NAME : <br />LOCATION : <br />O ESIG N E D/C H EC KE D BY <br />Christ Our Savior <br />Santa Ana, CA <br />OXS/ABGEOTECHNICAL SOLUTIONS, INC. <br />Generalized Soil Profile <br />l- <br />I <br />Silty Clay (CL) <br />c= 1 ksf <br />T------T-----T- <br />T------r-----