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<br />• TABLE 3 <br />PEAK INTACT ROCK PROPERTIES <br />Peak Intact. <br />Number Peak Intact Angle of <br />of 2 Cohesion Internal Friction <br />Rock Typel Samples r2 (psi) (degrees) <br />Floor Sandstone 11 0.95 3033 ~ 44.3 <br />Main Coal 29 0.85 517 38.3 <br />Top Coal 3 0.78 367 42.0 <br />Immediate Roof <br />Siltstone Not Calculated <br />Roof Sandstone nl 8 0.87 2588 58.9 <br />Roof Sandstone ~2 3 0.98 2610 51.4 <br />Roof Sandstone r3 2 ---- 939 70.6 <br />Roof Sandstone #'4 2 ---- 3265 48.1 <br />Roof Sandstone ~5 4 0.98 2657 59.3 <br />Roof Siltstone 3 0.22 3565 47.4 <br />Notes• <br />1. See Figure 3 for location of these rock types. <br />Lithologic descriptions of rock types are <br />presented in Table 5. <br />2. Goodness of fit parameter for the linear <br />regression. <br />3. Conversion factor: <br />1 psi = 6.8948 x 10-a MPa <br />`:~ <br />