Chainage (m) | Rock Type | RQD (%) |
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| SRF | Q | |
Value | Class | ||||||||
0 - 20 | Coarse grained pink granite | 92 - 98 | 2 to 3 | Smooth planar | Slightly altered to unaltered joint wall | Minor inflow to dry excavation | Medium stress | 10.22 to 16.33 | Good |
20 - 30 | Coarse grained pink granite | 95 | 2 + R | Smooth planar | Slightly altered joint walls | Minor inflow | Medium stress | 7.92 | Fair |
30 - 65 | Coarse grained pink granite | 88 - 99 | 2 to 3 | Smooth planar | Slightly altered to unaltered joint wall | Dry excavation | Medium stress | 10.89 - 15.33 | Good |
65 - 105 | Coarse grained pink granite | 82 - 95 | 2 + R to 3 | Smooth planar | Slightly altered joint walls | Minor inflow to dry excavation | Medium stress | 4.72 - 7.92 | Fair |
105 - 125 | Coarse grained pink granite | 75 - 95 | 2 + R to 3 | Smooth planar | Unaltered joint wall | Minor inflow to dry excavation | Medium stress | 10.56 - 14.17 | Good |
125 - 195 | Coarse grained pink granite | 75 - 95 | 2 + R to 3 | Smooth planar | Slightly altered joint walls | Minor inflow to dry excavation | Medium stress | 4.17 - 7.92 | Fair |
195 - 210 | Coarse grained pink granite | 95 - 98 | 2 + R | Smooth planar | Unaltered joint wall | Dry excavation | Medium stress | 15.83 - 16.33 | Good |
210 - 220 | Coarse grained pink granite | 95 | 2 + R | Smooth planar | Slightly altered joint walls | Dry excavation | Medium stress | 7.92 | Fair |