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HomeMy WebLinkAboutSoil Field Density Report 10.18.2022Project Name: Project No.: VIVID Representative: Standard Counts: ASTM or AASHTO Method: Test No. Location Elevation Depth of Fill Probe Depth/Mode Wet Density (pcf)144.4 143.9 146.4 145.6 142.5 142.3 141.1 144.3 131.7 132.0 141.4 140.8 144.8 145.6 Dry Density (pcf)135.1 134.6 136.0 135.7 132.3 131.8 133.9 134.2 115.8 116.4 130.9 130.7 134.8 135.4 Avg. Dry Density (pcf) Moisture (%)6.9 6.9 7.6 7.3 7.7 8.0 7.6 7.5 13.7 13.4 8.0 7.7 7.4 7.5 Avg. Moisture (%) Proctor # Modified or Standard Max Dry Density (pcf) Opt. Moisture (%) Compaction Spec. (%) Relative Compaction (%) Moisture Spec. (%) Pass/Fail Comments: Rifle Compressor Station D22-1-300 Sarah E. McCormick Report No.: Test Date: Weather: Repair to Control Bldg, NEc of pad Repair to Control Bldg, NEc of pad Repair to GC Bldg, NWc of pad 1' BG SG 1' BG SG Base of Fill 8" Above Base Moisture: Density: Gauge Serial No.: 6 890 2430 6"6"6"6"8"6" 8"8"8"8"0.0 134.9 135.9 132.1 134.1 116.1 1 2 3 4 5 6.8 - 10.8 Pass 95.0 6.8 - 10.8 137.0 137.0 121.2 8.8 8.8 8.8 10.3 Pass Pass Pass Pass 95.0 137.0 8.8 137.0 97.8 95.8 95.5 95.0 98.4 SOIL/AGGREGATE FIELD DENSITY NUCLEAR METHOD VIVID Engineering Group, Inc. 95.0 98.6 1053 Elkton Drive, Colorado Springs, CO 80907 3885 Forest Street, Denver, CO 80207 719.491.2292 303.478.9087 V1-EXEM-587 Modified V1-EXEM-587 V1-EXEM-587 V1-EXEM-587 V1-EXEM-586 V1-EXEM-587 Modified Modified Modified D22-1-300 - SDR - SEM - 10-18-2022 10/18/2022 Sunny, 5-10mph Winds, L-35 H-71 597 Field Test Data - D6938 or T310 Laboratory Proctor Information 7.5 V1-EXEM-587 Modified 137.0 8.8 Instrument Air Building, 5' N, 5' E of SWc of Bldg. 1.5' BG 8" 6" 135.1 ASTM D 1557 Standard Modified 6.9 7.5 7.9 7.6 13.6 7.9 7 6.8 - 10.8 6.8 - 10.8 11.3 - 14.3 6.8 - 10.8 137.0 8.8 130.8 8" Repair to GC Bldg, NWc of pad Native SG, Base of Structural Fill, Instrument Air Bldg. Instrument Air Building, 18' E, 8' N of SWc of Bldg. Pass 95.0 95.0 6.8 -10.8 Pass 95.0 99.2 96.4 Page 1 of 1