Laserfiche WebLink
6.00 <br />5.00 2-- <br />$-7 <br />S 4.00 <br />2. <br />U) <br />un <br />g 3.00 <br />ro <br />2 2.00 r-1.00 <br />0.00 71 ... ...... ......... .......... <br />0 0.1 0.2 0.3 <br />Horizontal Deformation (in.) <br />6.00 <br />5.00 <br />. <br />S 4.00 <br />..- <br />U) - <br />(,0 - <br />2 3.00 <br />. 0 . <br />N .2 2.00. 80 - <br />1.00 <br />0.00 <br />0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 <br />Normal Stress (ksf) <br />Boring No.B-1 Normal Stress (kip/f/2)3.000 6.000 9.000 <br />Sample No. R-5 Peak Shear Stress (kip/ft 2)O 1.943 I 3.647 A 5.332 <br />Depth (ft)30 Shear Stress @ End of Test (1<sf)0 1.801 0 3.559 6 4.785 <br />Deformation Rate (in./min.)0.0050 0.0050 0.0050Sample Tvoe: <br />Drive <br />Soil Identification: <br />Dark grayish brown lean clay <br />(CL) <br />Initial Sample Height (in.)1.000 1.000 1.000 <br />Diameter (in.)2.415 2.415 2.415 <br />Initial Moisture Content (%)29.04 29.04 29.04 <br />Dry Density (pcf)94.4 94.2 95.9 <br />Saturation (%)99.9 99.3 103.6 <br />Soil Height Before Shearing (in.)N/A N/A N/A <br />Final Moisture Content (%)25.2 22.8 21.7 <br /> Leighton Project No.:603284-001 <br />DIRECT SHEAR TEST RESULTS The Academy <br />Consolidated Drained - ASTM D 3080 <br />10-11 <br />SL Rvcd 2019.01.21 <br />DS 8-1, R-5 @ 30