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Cold in Place Rock Crushing and Stabilization of Northern Low ...

Cold in Place Rock Crushing and Stabilization of Northern Low ...

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Berthelot, Gerbr<strong>and</strong>t, Safronetz, <strong>and</strong> Sparks. Page: 52180215521302105Dry Density (kg/m 3 )2080205520302005198019551930190518803 4 5 6 7 8 9 10Moisture Content Percent11Modified ProctorSt<strong>and</strong>ard ProctorFIGURE 4 St<strong>and</strong>ard <strong>and</strong> Modified Proctor Moisture-Density <strong>of</strong> SDHT Highway 918-01 SubgradeIn situ boulders were sampled from Highway 918-01, were identified as to their type, <strong>and</strong> characterized withrespect to unconf<strong>in</strong>ed compressive strength. The rock type identification <strong>and</strong> unconf<strong>in</strong>ed compressive strengthmeasurements are summarized <strong>in</strong> Table 1 <strong>and</strong> illustrated <strong>in</strong> Figure 5. As seen <strong>in</strong> Table 1 <strong>and</strong> Figure 5, the <strong>in</strong> situboulders exhibited mean unconf<strong>in</strong>ed compressive strengths rang<strong>in</strong>g from 121.1 MPa (24.0 ksi) for weathered granitoidto 358.1 MPa (51.9 ksi) for f<strong>in</strong>e-gra<strong>in</strong>ed metamorphic basalt.

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