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U <br /> 310.0 SLT CAFE D 60, 65. 350. 793. 153, 3!54, <br /> 370.0 SLT CnkF A 62. E.O. 150. 335. 59. 1417. <br /> MEDIAN = 2550.F'SI PIE'YI 'SSG.F'SI STD, DLTl. lE•03,F'SI CO. OF'JAkll,= .•:•29 <br /> 375.0 SH D 60. 70. 150. 335. 66. 1579. <br /> 3,".0 SH A 66. 60. 400. 994. 149. 35•i`. <br /> 390.0 SH D 60. 72. 50. 112. 22. 52.5. <br /> 390.0 SH A 6T. EA, 470. 1051. 176. 4214, <br /> I'Q:DIPN = 204•S,kSI MEAN = 2471.F'SI S7D. D6"I. 1714.F'SI CO. OF VAFH.= .694 <br /> '•95.0 SH CFk$ D E0, 59. 90. 1~9. _'•5. 942. <br /> 395.0 SH G,kA A 60. 60. 400. 994. 1.51. 3973. <br /> MEDIAN = 2r.FSI MEAN = 2357.PSI S7D. I•'.'H. 214s.PSI CO. OF 6'PFM.= .90r <br />• 70TA1 NUMku~ OF TESTS IS 20 <br />• <br />GEO-HYDRO CONSULTING,INC. <br />PLATE A-5 <br />