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RESULTS OF POINT LOAD TESTING (CONT' D) <br />BOf~ING DEPTP. ROCK TEST EQUIVALENT UNCONFINED <br />NUPiBER FEET TYPE ORIENTATION COMPRESSIVE STRENGTH <br /> (PSI) <br />SOM E-100 19.1 SANDSTONE DIAMETRAL 12,960 <br />SOPS E-100 19.1 SANDSTONE AXIAL 11,095 <br />SOM E-100 23.0 SILTSTONE DIAMETRAL 5,470 <br />SOP? E-100 35.0 SILTY CLAYSTONE DIAMETRAL 1,730 <br />SOTS E-100 35.0 SZLTY CLAYSTONE ARLAL 1,190 <br />SOM E-100 37.0 SILTY CLAYSTONE AXIAL 1,010 <br />SOM E-100 38.0 . SILTY CLAYSTONE DIAMETRAL 1,210 <br />SOPS E-100 38.0 SZLTY CLAYSTONE AXIAL 1,950 <br />SOi4 E-100 46.7 SILTY CLAYSTONE DIAMETRAL 810 <br />SOM E-100 46.7 SILTY CLAYSTONE AXIAL 490 <br />SOi4 E-100 47.5 SILTY CLAYSTONE DIAMETRAL 1,680 <br />SOM E-100 47.5 SILTY CLAYSTONE AXIAL 550 <br />SOM E-100 53.8 SZLTSTONE DIAMETRAL 2,950 <br />SOM E-100 53.8 SILTSTONE AXIAL 3,450 <br />SOM E-100A 54.5 SILTY CLAY STONE DLAigTRAL 1,730 <br />SOM E-100A 54.5 SILTY CLAYSTONE AXIAL 1,650 <br />SOM E-100A 68.0 SILTY CLAYSTONE DIAMETRAL 1,350 <br />50M E-100A 68.0 SILTY CLAYSTONE AXIAL 870 <br /> GEO-HYDRO CONSULTING,INC. <br />~~ ,,, _ , _ <br />