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A-6 <br />Method of Performing Direct Shear and Friction Tests. <br />The results of the direct shear tests are tabulated be- <br />low. <br />Boring <br />Number <br />Depth <br />(f t) <br />Soil <br />Type <br />Confining <br />Pressure <br />(psf) <br />Peak <br />Shearing <br />Strength <br />(usf) <br />1 <br />2511 <br />ML <br />1000 <br />1090 <br />1 <br />452 <br />ML <br />2000 <br />3080 <br />1 <br />552 <br />SM/Sc <br />3500 <br />2850 <br />1 <br />63 <br />ML <br />1.000 <br />490 <br />1 <br />63 <br />ML <br />2000 <br />1090 <br />1 <br />63 <br />ML <br />3500 <br />2080 <br />1 <br />651z <br />ML <br />5000 <br />2870 <br />1 <br />752 <br />SM/Sc <br />4000 <br />3830 <br />2 <br />92 <br />SM/SC <br />1000 <br />1000 <br />2 <br />13k <br />Sm/Sc <br />2500 <br />1500 <br />3 <br />62 <br />SM <br />1500 <br />1650 <br />3 <br />17 <br />SP/Sri <br />3000 <br />3550 <br />4 <br />72 <br />SM/ML <br />500 <br />260 <br />4 <br />201-, <br />SC/GC <br />2000 <br />4600 <br />