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- <br />g 20 <br />6 - -r-tr-V <br />CE - <br />-0 15 <br />2 2 2 <br />5 At\ - A| <br />O <br />00 ' <br />0 2 4 <br />15 · <br />10 <br />6 8 10 12 14 16 18 20 <br />AXIAL STRAIN (%) <br />A888888#64-4-9.-e ee-e-e-*e--e-€5 <br />5 <br />0 2 <br />-10 <br />4 6 8 10 12 14 16 18 20 <br />AXIAL STRAIN (%) <br />Symbol Boring Sample <br />No No Depth (ft) <br />Initial Effective Maximum <br />Soil Sample Moisture Initial Dry Confined Deviator <br />Type Type Content Density (pcf)Pressure Stresh <br />(%) (psi)(psi) <br />Strain <br />Rate <br />(in/min) <br />O B-6 SH-4 15.0-16.0 CL Shelby <br />Tube <br />22.4 103.1 12.5 22.6 0.0015 <br />Project Name:Broadstone Heritage Multifamily <br />Residential Development <br />EGLAB, INC.Client:Group Delta Consultants, Inc. <br />Job No:LA-1248 <br />EGLAB Project No 15-053-002 <br />Effective Pressure 12.5 psi = 1800 psf CONSOLIDATED UNDRAINED <br />(ASTM D4767) <br />8/18/15 Figure <br />30 <br />25