Laserfiche WebLink
Location (1) <br />Depth <br />(feet) <br />Sample <br />Type (2) <br />Moisture <br />Content % <br />Dry Unit <br />Weight, pcf <br />UU <br />Triaxial <br />Compression <br />Atterberg <br />LL % <br />Limits <br />PI % <br />Rock Corrected <br />MMD, pcf <br />Compaction <br />OMC, % <br />Uncorrected <br />MMD, pcf <br />OMC, % <br />RWGUTP -01 <br />1.0 -2.0 <br />Baggie <br />9 <br />RWGUTP -02 <br />1.0 -2.0 <br />Baggie <br />12.7 <br />RWGBTP -01 <br />1.5 -2.5 <br />Baggie <br />30.3 <br />RWGBTP -02 (3) <br />1.5 -3.0 <br />Bulk <br />8.7 <br />33 <br />5 <br />128.3 <br />7.9 <br />127.2 <br />10.9 <br />RWTP -01 (3) <br />3.0 -4.0 <br />Bulk <br />5.5 <br />142.3 <br />5.4 <br />136.2 <br />6.9 <br />RWTP -02 <br />3.0 -4.0 <br />Baggie <br />14 <br />28 <br />11 <br />RWTP -03 <br />3.0 -5.0 <br />Baggie <br />12.6 <br />RWTP -04 <br />2.0 -3.0 <br />Baggie <br />14.7 <br />RWB -01 <br />1.0 -2.0 <br />Baggie <br />12.3 <br />RWB -01 <br />4.5 -5.0 <br />Liner <br />5.4 <br />104.6 <br />(4) <br />RWB -01 <br />9.2 -9.5 <br />Liner <br />7.9 <br />105.8 <br />RWB -02 <br />2.0 -3.0 <br />Baggie <br />12.7 <br />26 <br />9 <br />RWB -02 <br />4.0 -4.5 <br />Baggie <br />12 <br />(4) <br />33 <br />15 <br />RWB -02 <br />4.5 -5.0 <br />Liner <br />11.6 <br />97.2 <br />RWB -02 <br />10.0 -11.0 <br />Baggie <br />4.7 <br />RWB -03 <br />1.0 -2.5 <br />Baggie <br />12.9 <br />29 <br />14 <br />RWB -03 <br />4.5 -5.0 <br />Liner <br />SD <br />(4) <br />27 <br />13 <br />RWB -03 <br />6.0 -7.0 <br />Baggie <br />10.7 <br />26 <br />12 <br />RWB -03 <br />8.5 -9.5 <br />Baggie <br />9.0 <br />RWB -04 <br />3.5 -5.0 <br />Baggie <br />16.3 <br />RWB -05 <br />4.5 -5.0 <br />Liner <br />11.7 <br />102.7 <br />(4) <br />RWB -05 <br />9.0 -9.5 <br />Liner <br />8.8 <br />116.5 <br />(4) <br />38 <br />17 <br />RWB -06 <br />4.5 -5.0 <br />Liner <br />8.6 <br />131.9 <br />(4) <br />RWB -06 <br />6.0 -7.0 <br />Baggie <br />7.5 <br />25 <br />11 <br />RWB -06 <br />13.5 -14.0 <br />Liner <br />10.2 <br />129.5 <br />Geotechnical Investigation Boring and Test Pit Laboratory Testing Summary <br />New Access Road Geotechnical Investigation <br />May Day Idaho Mine Complex, La Plata County, Colorado <br />Notes <br />1. See Figure 2 for boring and test pit locations. <br />2. Sample Types: Baggie - sealable plastic bag, Bulk -5- gallon sealable plastic bucket, Liner -brass liner for California Sampler <br />3. See Attached Moisture - Density Curve (Proctor) Report <br />4. Strength tests were planned but could not be performed as the fraction of oversize particles <br />precluded obtaining a relatively undisturbed sample that is required for such tests. <br />SD - Sample disturbed <br />pcf - pounds per cubic foot <br />% - percent <br />LL- Liquid Limit; PI- Plasticity Index <br />MMD - Maximum Dry Density; OMC - Optimum Moisture Content <br />