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<br />• <br /> R R f f f f R R R*# R f R f R f R R R R R R <br /> f GEO-HYDRO CDh~ULTING~ INC. PROGRAM F9INTY * <br /> * F'OIF77 LOAD TEST DATA kEDOCTION * <br /> f f f f f f k R f R f} R R f! R f R R R f R <br /> CWI OFCHASD O'ALLEY MINE f'k0,(ECT 00"1 NOkINC ,'D 1C24-OU? <br />COtF:E6; I0N FACi0k FkOn fUINf LOAD STtiEfdGTH TO COMFRESSIO'E STRENGTH 24. <br />AkEA OF k'An = 2.24 SOL'AF:E IIJCHES <br />DEPTH kCCR SAMPLE PLATEN SA"F'LE PWXIMUM MAXIMUM F'OINT LOAG CG"!F'kESSIO'E <br /> TYPE OkIEHTN SEF'N(MM) LENGTH(19'I)F'RESS(F'SI) LOAD(LHF) INGEX(lS50) STREI~TH(F'SI) <br />335.0 SH CARH D 60. ?0, 10. 22. 4, 105, <br />335.0 SN CAR'H A ,'3. 60. ?10. 159x. v?. 5110. <br />MED IAN = 31:'9.F'SI MEAN = 3139,FSI STD. D0'N. 4299.FSI CD. OF 0'~,N,=1.367 <br />340,0 SS SLM D 60. 6.5. 550. 1230. 241. 5",••99. <br />340.0 SS SLM A .52. 60. ?50. 157, 295, ?094, <br />MED IAN = 6436.FSI MEAN = 6435.FSI STD. D0T1. = 91o,PSI CO. OF VA'nIJ,= .142 <br />345,0 SS XHED D 60. 50. ICS. 224, 44, 1052, <br />345.0 SS XHED A 62. 60. 250. 559, 99. 23•S1. <br />350.0 SS X"rED D b0. 75. 490, 1096, 215. 5:57, <br />350,0 SS XHED A 69. 60. 650, 14;3. 241. 5?93, <br />FIEGIAfl = 3?59.PSI MEAN = 3591.FSI STD. D041. 2SS,f'SI CO. OF VARN,= .629 <br />355.0 SLT CARH D 60. 75. 530. 140Y. 2%0. ~Si?0. <br />s55.0 SLT CAdtH A ?1, 60. 900. 1?99. 2°2 7069, <br />MEDIAN 6v2D,FSI MErLN 6920,F'SI STD, D0'N. bS?.F'SI CO. OF UAkN .= .039 <br />350.0 SS S•LM D 50, 75. 650, 1453. 295. 69.41. <br />35U.U SS SLM A i4, b0. 400. 994, 144. 34•??. <br />I'EDIAN 5154.F51 MEAN = 5154,PSI STD, D64J. 239•S,PSI CO. OF VAkN .= .463 <br />• <br />GEO-HYDRO CONSULTING,INC. <br />PLATE A_q <br />