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RESULTS OF POINT LOAD TESTING <br />• BORING DEPTH ROCK TEST EQUIVALENT UNCONFINED <br />NUMBER FEET TYPE ORIENTATION COMPRESSIVE STRENGTH (PSI) <br /> E-1 29.1 SILTSTONE DIAMETRAL 4,240 <br /> E-1 29.1 SILTSTONE AXIAL 4,360 <br /> E-1 29.5 SILTSTONE DIAMETRAL 12,540 <br /> E-1 29.5 SILTSTONE AXIAL 11,520 <br /> E-1 31.8 CLAYSTONE DIAMETRAL 300 <br /> E-1 31.8 CLAYSTONE AXIAL 700 <br /> E-2 41.3 SILTSTONE AXIAL 640 <br /> E-2 44.4 SANDSTONE AXIAL 6,750 <br /> E-2 44.4 SANDSTONE DIAMETRAL 3,650 <br /> E-2 44.8 SANDSTONE AXIAL 6,024 <br /> E-2 44.8 SANDSTONE AXIAL 3,880 <br /> E-2 44.8 SANDSTONE DIAMETRAL 3,840 <br /> E-3 49.9 SILTSTONE DIAMETRAL 1,190 <br />• E-3 49.9 SILTSTONE AXIAL 1,640 <br /> E-3 56.1 SANDSTONE DLAMETRAL 15,050 <br /> E-3 56.1 SANDSTONE AXIAL 8,710 <br /> E-3 56.1 SANDSTONE AXIAL 4,k60 <br />A-7 29,.5 SANDSTONE DIAMETRAL 5,830 <br />A-7 29.5 SANDSTONE AXIAL 5,240 <br />A-7 36.8 SANDSTONE DIAMETRAL 3,940 <br />A-7 36.8 SANDSTONE AXIAL 6,370 <br />A-7 41.1 SANDSTONE DIAMETRAL 7,090 <br />A-7 41.1 SANDSTONE ARL9L 5,520 <br />A-8 25.7 SANDSTONE DIAMETRAL 13,000 <br />A-8 25.7 SANDSTONE AXIAL 10,450 <br />A-8 31.7 SANDSTONE DIAMETRAL 4,790 <br />A-8 31.7 SANDSTONE AXIAL 6,174 <br /> <br />GEO-FIYDRO CONSULTING,INC. <br />