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HomeMy WebLinkAboutSOIL DENSITY - 20-00648 - Valley Ag Fertilizer Plant - AdditionProject:Date: Contractor:Job/Permit #: Inspector:Weather: Source: Proctor: 7.7 Gauge#/SN: DS: MS: Test Number Probe Depth Proctor Pass/Fail 1 6" 20142-5 Pass 2 6" 20142-5 Pass 3 6" 20142-5 Pass 4 6" 20142-5 Pass 5 6" 20142-5 Pass 6 6" 20142-5 Pass 7 6" 20142-5 Pass 8 6" 20142-5 Pass 9 6" 20142-5 Pass 10 6" 20142-5 Pass 11 6" 20142-5 Pass 12 6" 20142-5 Pass 13 6" 20142-5 Pass 14 6" 20142-5 Pass 15 6" 20142-5 Pass 16 6" 20142-5 Pass 17 6" 20142-5 Pass 18 6" 20142-5 Pass 19 8" 20142-5 Pass 20 8" 20142-5 Pass 21 8" 20142-5 Pass 22 8" 20142-5 Pass 23 8" 20142-5 Pass 24 8" 20142-5 Pass 25 8" 20142-5 Pass 26 8" 20142-5 Pass Receiving ramp, South end, east side, 3rd lift Receiving ramp, north end, center, 2nd lift Receiving ramp, middle, east side, 3rd lift 4.9 Receiving ramp, Middle, west side, 2nd lift 5.6 97 Receiving ramp, north end, west side, 2nd lift 141.8 7.7 5.7 134.1 95 96 Receiving ramp, Middle, east side, 2nd lift 140.9 4.8 3.5 136.1 95 96 141.2 4.4 3.2 136.8 95 98 Receiving ramp, north end, east side, 2nd lift 139.4 5.2 3.9 134.2 95 95 Receiving ramp, south end, east side, 1st lift 140.1 4.5 3.3 135.6 95 97 Receiving ramp, Middle, west side, 2nd lift 139.8 7.2 5.4 132.6 95 99 Receiving ramp, north end, center, 1st lift 141.7 5.4 134.5 95 96 Receiving ramp, South end, center, 2nd lift 142.1 4.5 3.3 137.6 95 95 Receiving ramp, middle, west side, 1st lift 138.1 5.5 4.1 132.6 95 96Receiving ramp, north end, west side, 1st lift 144.4 4.4 3.1 140.0 95 100 Receiving ramp, middle, east side, 1st lift 138.5 4.1 3.1 134.4 95 95 141.1 2.8 2.0 138.3 95 99 Receiving ramp, north end, east side, 1st lift 137.6 4.8 3.6 132.8 95 98 Receiving ramp, south end, east side, 1st lift 137.9 5.0 3.8 132.9 95 95 95 99 Receiving ramp, middle, center, 1st lift 139.8 2.8 2.0 137.0 95 Receiving ramp, north end, in the middle, base lift 135.3 2.1 132.5 95 Receiving ramp, south end, center, 1st lift Receiving ramp, northeast side, base lift 138.7 3.8 2.8 134.9 95 97 Receiving ramp, in the middle, west side, base lift 142.2 4.3 3.1 137.9 95 95 Receiving ramp, north end, west side, base lift 95 139.2 5.7 4.3 133.5 95 96 139.8 7.1 5.4 132.7 95 138.1 5.4 4.1 132.7 95 95 138.3 5.7 4.3 132.6 95 96 141.0 5.9 4.4 135.1 95 97 Receiving ramp, in the middle of the east side, base lift 140.8 6.9 5.2 133.9 95 Receiving ramp, in the middle, center, base lift 95Receiving ramp, center of south side, base lift 138.7 5.8 4.4 132.9 95 Percent Compaction Receiving ramp, southeast side, base lift 138.5 5.9 4.4 132.6 95 95 Location Wet Density Pounds Moisture Percent Moisture Dry Density Required Compaction 17625 1404 620 Report of In-Place Soil Density Tests by Nuclear Gauge Method Valley Agronomics 09/10/20 Valley Agronomics/ Rhodhouse 20142 Louis Mendez-Nava Partly Coudy/Windy Material Description: Pit Run Onsite Stockpile 20142-5 139.6 27 8" 20142-5 Pass 28 8" 20142-5 Pass 29 8" 20142-5 Pass 30 8" 20142-5 Pass 31 8" 20142-5 PassReceiving ramp, north end, west side, 3rd lift Receiving ramp, north end, east side, 3rd lift Receiving ramp, middle, center, 3rd lift 6.5 99 Receiving ramp, north end, center, 3rd lift 3.8 143.9 5.1 3.7 138.8 95 96 Receiving ramp, middle, west side, 3rd lift 139.5 4.7 3.5 134.8 95 97 138.3 4.5 3.4 133.8 95 97 141.3 3.6 136.4 95 98 141.1 4.1 135.5 95 Project:Date: Contractor:Job/Permit #: Inspector:Weather: Source: Proctor: 7.7 Gauge#/SN: DS: MS: Test Number Probe Depth Proctor Pass/Fail 1 6" 20142-5 Pass 2 6" 20142-5 Pass 3 6" 20142-5 Pass 4 6" 20142-5 Pass 5 6" 20142-5 Pass 6 6" 20142-5 Pass 7 6" 20142-5 Pass 8 6" 20142-5 Pass 9 6" 20142-5 Pass 10 6" 20142-5 Pass 11 6" 20142-5 Pass 12 6" 20142-5 Pass 13 6" 20142-5 Pass 14 6" 20142-5 Pass 15 6" 20142-5 Pass 16 6" 20142-5 Pass 17 6" 20142-5 Pass 18 6" 20142-5 Pass 19 8" 20142-5 Pass 20 8" 20142-5 Pass 21 8" 20142-5 Pass 22 8" 20142-5 Pass 23 8" 20142-5 Pass 24 8" 20142-5 Pass 25 8" 20142-5 Pass 26 8" 20142-5 Pass 27 8" 20142-5 Pass96Receiving ramp, middle, west side, 6th lift Receiving ramp, south end, west side, 6th lift 139.9 5.2 4.1 134.4 95 97Receiving ramp, north end, center, 6th lift 139.9 6.0 3.5 135.2 95 97 Receiving ramp, middle, center, 6th lift 138.5 5.5 2.7 134.9 95 97Receiving ramp, south end, center, 6th lift 139.0 4.7 4.4 133.2 95 95 Receiving ramp, north end, east side, 6th lift 138.0 3.6 1.8 135.5 95 99Receiving ramp, middle, east side, 6th lift 138.1 5.8 4.0 132.8 95 95 Receiving ramp, south end, east side, 6th lift 141.9 2.5 2.8 138.0 95 95 136.5 5.3 2.9 132.6 95 95 Receiving ramp, middle, west side, 5th lift 138.5 3.9 4.3 132.8 95 95 Receiving ramp, south end, west side, 5th lift 139.3 5.7 4.3 133.6 95 96 Receiving ramp, north end, center, 5th lift 142.8 5.7 7.4 133.0 95 97 Receiving ramp, middle, center, 5th lift 144.0 9.8 5.6 136.4 95 98 Receiving ramp, south end, center, 5th lift 140.8 7.6 4.1 135.3 95 100 Receiving ramp, north end, east side, 5th lift 141.5 5.5 5.8 133.7 95 96 Receiving ramp, middle, east side, 5th lift 145.1 7.8 4.2 139.2 95 96 Receiving ramp, south end, east side, 5th lift 141.7 5.9 3.4 137.0 95 98 Receiving ramp, north end, west side, 4th lift 139.4 4.7 3.5 134.7 95 97 Receiving ramp, middle, west side, 4th lift 142.5 7.0 5.2 135.5 95 97 Receiving ramp, south end, west side, 4th lift 140.9 5.2 3.8 135.7 95 96 Receiving ramp, north end, center, 4th lift 142.2 4.0 2.9 138.2 95 99 Receiving ramp, middle, center, 4th lift 140.1 6.6 4.9 133.5 95 96 Receiving ramp, south end, center, 4th lift 140.2 7.4 5.6 132.8 95 95 Receiving ramp, north end, east side, 4th lift 141.6 8.2 6.1 133.4 95 95 Receiving ramp, middle, east side, 4th lift 138.0 2.9 2.1 135.1 95 97 Receiving ramp, south end, east side, 4th lift 137.0 4.3 3.2 132.7 95 95 Receiving ramp, south end, center, 4th lift 134.0 1.4 1.1 132.6 95 95 Receiving ramp, south end, west side, 4th lift 134.9 2.2 1.7 132.7 95 17625 1400 614 Location Wet Density Pounds Moisture Percent Moisture Dry Density Required Compaction Percent Compaction Report of In-Place Soil Density Tests by Nuclear Gauge Method Valley Agronomics 09/11/20 Valley Agronomics/ Rhodhouse 20142 Louis Mendez-Nava Partly Coudy Material Description: Pit Run Onsite Stockpile 20142-5 139.6 Project:Date: Contractor:Job/Permit #: Inspector:Weather: Source: Proctor: 7.7 Gauge#/SN: DS: MS: Test Number Probe Depth Proctor Pass/Fail 1 6" 20142-5 Pass 2 6" 20142-5 Pass 3 6" 20142-5 Pass 4 6" 20142-5 Pass 5 6" 20142-5 Pass 6 6" 20142-5 Pass 7 6" 20142-5 Pass 8 6" 20142-5 Pass 9 6" 20142-5 Pass 10 6" 20142-5 Pass 98 Main Building backfill, side, 4th lift 138.2 5.4 4.1 132.8 95 95 Main Building backfill, south side, 4th lift 139.3 3.1 2.3 136.2 95 95 Main Building backfill, side, 3rd lift 139.8 4.4 3.2 135.4 95 97 Main Building backfill, south side, 3rd lift 136.5 3.7 2.8 132.8 95 96 Main Building backfill, side, 2nd lift 142.6 7.2 5.3 135.4 95 97 Main Building backfill, south side, 2nd lift 138.2 4.0 3.0 134.2 95 96 Main Building backfill, side, 1st lift 139.9 3.8 2.8 136.1 95 97 Main Building backfill, south side, 1st lift 139.4 4.9 3.6 134.5 95 98 Main Building backfill, south side, 1st lift 137.7 5.2 3.9 132.5 95 95 Main Building backfill, center, 1st lift 140.9 3.4 2.5 137.5 95 17625 1388 609 Location Wet Density Pounds Moisture Percent Moisture Dry Density Required Compaction Percent Compaction Report of In-Place Soil Density Tests by Nuclear Gauge Method Valley Agronomics 09/14/20 Valley Agronomics/ Rhodhouse 20142 Louis Mendez-Nava Partly Coudy Material Description: Pit Run Onsite Stockpile 20142-5 139.6 Project:Date: Contractor:Job/Permit #: Inspector:Weather: Source: Proctor: 7.7 Gauge#/SN: DS: MS: Test Number Probe Depth Proctor Pass/Fail 1 6" 20142-5 Pass 2 6" 20142-5 Pass 95 Main Building backfill, North side, 7th lift 141.8 4.5 3.3 137.3 95 98 Main Building backfill, south side, 7th lift 138.4 5.3 4.0 133.1 95 17625 1390 618 Location Wet Density Pounds Moisture Percent Moisture Dry Density Required Compaction Percent Compaction Report of In-Place Soil Density Tests by Nuclear Gauge Method Valley Agronomics 09/16/20 Valley Agronomics/ Rhodhouse 20142 Louis Mendez-Nava Partly Coudy Material Description: Pit Run Onsite Stockpile 20142-5 139.6 Project:Date: Contractor:Job/Permit #: Inspector:Weather: Source: Proctor: 7.7 Source: Proctor: 7.5 Gauge#/SN: DS: MS: Test Number Probe Depth Proctor Pass/Fail 1 4" 20142-5 Pass 2 4" 20142-5 Pass 3 4" 20142-5 Pass 4 4" 20142-5 Pass 5 4" 20142-5 Pass 6 4" 20142-5 Pass 7 4" 20142-5 Pass 8 4" 20142-5 Pass 9 4" 20142-5 Pass 10 BS 20142-6 Pass 11 BS 20142-6 Pass 12 BS 20142-6 Pass 13 BS 20142-6 Pass 14 BS 20142-6 Pass 15 BS 20142-6 Pass 16 BS 20142-6 Pass 17 BS 20142-6 Pass 18 BS 20142-6 Pass 19 BS 20142-6 Pass 20 BS 20142-6 Pass137.3 5.1 2.9 133.4 95 99 135.6 3.9 6.2 127.7 95 Main Building backfill, west side, south end 137.6 7.9 3.2 133.3 95 99 Main Building backfill, west side, center 132.9 4.3 4.0 127.8 95 95 Main Building backfill, west side, north end 137.1 5.1 3.5 132.5 95 99 Main Building backfill, north end, center 134.1 4.6 4.4 128.4 95 Main Building backfill, middle, center 95 Main Building backfill, middle, center 139.3 5.7 5.4 132.2 95 98Main Building backfill, south end, center 135.2 7.1 4.3 129.6 95 95 98 Main Building backfill, east side, south end 134.9 5.6 5.6 127.8 95 95 Main Building backfill, east side, middle 139.4 7.1 5.4 132.3 95 96 98 Main Building backfill, east side, north end 135.9 6.5 5.0 129.4 95 96 Main Building backfill, west side, south end 143.8 6.6 4.8 137.2 95 98 Main Building backfill, west side, center 142.1 6.1 4.5 136.0 95 97 Main Building backfill, west side, north end 143.8 6.8 5.0 137.0 95 Main Building backfill, north end, center 142.3 6.2 4.6 136.1 95 97 Main Building backfill, south end, center 143.8 5.9 4.3 137.9 95 95 97 Main Building backfill, east side, north end 136.7 4.2 3.2 132.5 95 99 Percent Moisture Dry Density Required Compaction Percent Compaction 95 Main Building backfill, middle, center 135.9 2.9 2.2 133.0 95 95 Main Building backfill, east side, south end 137.5 4.4 3.3 133.1 95 95 Main Building backfill, east side, middle 141.4 6.6 4.9 134.8 Report of In-Place Soil Density Tests by Nuclear Gauge Method Valley Agronomics 09/18/20 Valley Agronomics/ Rhodhouse 20142 Louis Mendez-Nava Partly Coudy Main Building backfill, east side, middle Material Description: Pit Run Onsite Stockpile 20142-5 139.6 Material Description: 3/4" Crushed Road Base Onsite Stockpile 20142-6 134.5 10607 1412 571 Location Wet Density Pounds Moisture Project:Date: Contractor:Job/Permit #: Inspector:Weather: Source: Proctor: 7.7 Gauge#/SN: DS: MS: Test Number Probe Depth Proctor Pass/Fail 1 4 20142-5 Pass 2 4 20142-5 Pass 3 4 20142-5 Pass 4 4 20142-5 Pass 5 4 20142-5 Pass 6 4 20142-5 Pass Report of In-Place Soil Density Tests by Nuclear Gauge Method Valley Agronomics 10/13/20 Valley Agronomics/ Roadhouse 20142 Chad Bare Sunny Material Description: Pit Run Onsite Stockpile 20142-5 139.6 17625 1376 622 Percent Compaction Tower footing pad, Pit run, North side, 1st lift 142.3 9.3 7.0 133.0 95 95 Location Wet Density Pounds Moisture Percent Moisture Dry Density Required Compaction 97 Tower footing pad, Pit run, South side, 1st lift 141.6 7.7 5.8 133.9 95 96 Tower footing pad, Pit run, East side, 1st lift 141.4 6.1 4.5 135.3 95 100 Tower footing pad, Pit run, East side, 2nd lift 143.1 6.8 5.0 136.3 95 98 Tower footing pad, Pit run, North side, 2nd lift 146.6 7.6 5.5 139.0 95 96Tower footing pad, Pit run, South side, 2nd lift 142.6 9.2 6.9 133.4 95 Project:Date: Contractor:Job/Permit #: Inspector:Weather: Source: Proctor: 7.7 Source: Proctor: 7.5 Gauge#/SN: DS: MS: Test Number Probe Depth Proctor Pass/Fail 1 4 20142-5 Pass 2 4 20142-5 Pass 3 4 20142-5 Pass 4 4 20142-5 Pass 5 4 20142-5 Pass 6 4 20142-5 Pass 7 4 20142-5 Pass 8 4 20142-5 Pass 9 4 20142-5 Pass 10 4 20142-5 Pass 11 4 20142-5 Pass 12 4 20142-5 Pass 13 4 20142-5 Pass 14 4 20142-5 Pass 15 4 20142-5 Pass 16 4 20142-5 Pass 17 4 20142-5 Pass 18 4 20142-5 Pass 19 4 20142-5 Pass 20 4 20142-5 Pass 21 4 20142-5 Pass 22 4 20142-5 Pass 23 BS 20142-6 Pass 24 BS 20142-6 Pass99Receiving Ramp,building pad near RR Tracks, Base Course 139.4 6.8 5.1 132.6 95 96 Receiving Ramp,building pad near RR Tracks, Base Course 140.5 8.1 6.1 132.4 95 98 Receiving Ramp,building pad near RR Tracks, 6th lift 138.2 4.7 3.5 133.5 95 95 Receiving Ramp,building pad near RR Tracks, 6th lift 138.9 4.9 3.7 134.0 95 96 Receiving Ramp,building pad near RR Tracks, 5th lift 137.8 5.0 3.8 132.8 95 97 Receiving Ramp,building pad near RR Tracks, 5th lift 138 5.1 3.8 132.9 95 95 Receiving Ramp,building pad near RR Tracks, 4th lift 141.1 5.4 4.0 135.7 95 99 Receiving Ramp,building pad near RR Tracks, 4th lift 140 4.9 3.6 135.1 95 97 Receiving Ramp,building pad near RR Tracks, 3rd lift 144.9 7.2 5.2 137.7 95 100 Receiving Ramp,building pad near RR Tracks, 3rd lift 138.1 5.2 3.9 132.9 95 95 Receiving Ramp,building pad near RR Tracks, 2nd lift 146 6.7 4.8 139.3 95 99 Receiving Ramp,building pad near RR Tracks, 2nd lift 145.6 6.5 4.7 139.1 95 100 Receiving Ramp,building pad near RR Tracks, 1st lift 142.8 4.8 3.5 138.0 95 99 Receiving Ramp,building pad near RR Tracks, 1st lift 136.7 3.8 2.9 132.9 95 95 Receiving Ramp, tested North to South in approximately 100ft increments 143.6 4.8 3.5 138.8 95 98 Receiving Ramp, tested North to South in approximately 100ft increments 141.4 5.2 3.8 136.2 95 98 Receiving Ramp, tested North to South in approximately 100ft increments 143.9 6.5 4.7 137.4 95 98 Receiving Ramp, tested North to South in approximately 100ft increments 138.5 2.4 1.8 136.1 95 98 Receiving Ramp, tested North to South in approximately 100ft increments 142.6 5.2 3.8 137.4 95 96 Receiving Ramp, tested North to South in approximately 100ft increments 146.6 7.3 5.2 139.3 95 100 Receiving Ramp, tested North to South in approximately 100ft increments, North end 140.1 6.1 4.6 134.0 95 95 Tower footing pad, Pit run, North side, final lift 140.5 8.0 6.0 132.5 95 95 Tower footing pad, Pit run, Southeast corner, final lift 141.5 8.6 6.5 132.9 95 Tower footing pad, Pit run, Southwest corner, final lift 139.6 7.1 5.4 132.5 95 95 Location Wet Density Pounds Moisture Percent Moisture Dry Density Required Compaction Material Description: 3/4" Crushed Base Material Onsite Stockpile 20142-6 134.5 17625 1389 614 Percent Compaction Report of In-Place Soil Density Tests by Nuclear Gauge Method Valley Agronomics 10/20/20 Valley Agronomics/ Roadhouse 20142 Louis Mendez-Nava Overcast Material Description: Pit Run Onsite Stockpile 20142-5 139.5 Project:Date: Contractor:Job/Permit #: Inspector:Weather: Source: Proctor: 7.7 Gauge#/SN: DS: MS: Test Number Probe Depth Proctor Pass/Fail 1 4 20142-5 Pass 2 4 20142-5 Pass 3 4 20142-5 Pass 4 4 20142-5 Pass 5 4 20142-5 Pass 6 4 20142-5 Pass 7 4 20142-5 Pass 8 4 20142-5 Pass 9 4 20142-5 Pass 10 4 20142-5 Pass 11 4 20142-5 Pass96Building Interior, South end, middle, 4th lift 137.6 4.1 3.1 133.5 95 97 Building Interior, South end, middle, 3rd lift 140.5 4.9 3.6 135.6 95 97 Building Interior, South end, middle, 2nd lift 139.7 4.6 3.4 135.1 95 98 Building Interior, South end, middle, 1st lift 141.9 5.8 4.3 136.1 95 98 Building Interior, South end, 7th lift 142.3 5.0 3.6 137.3 95 97 Building Interior, South end, 6th lift 138.5 4.3 3.2 134.2 95 96 Building Interior, South end, 5th lift 141.1 5.7 4.2 135.4 95 97 Building Interior, South end, 4th lift 140.8 5.1 3.8 135.7 95 97 Building Interior, South end, 3rd lift 139.7 4.6 3.4 135.1 95 97 Building Interior, South end, 2nd lift 144.7 6.1 4.4 138.6 95 99 Building Interior, South end, 1st lift 141.2 5.3 3.9 135.9 95 17625 1378 619 Location Wet Density Pounds Moisture Percent Moisture Dry Density Required Compaction Percent Compaction Material Description: Pit Run Onsite Stockpile 20142-5 139.5 Report of In-Place Soil Density Tests by Nuclear Gauge Method Valley Agronomics 10/21/20 Valley Agronomics/ Roadhouse 20142 Louis Mendez-Nava Overcast Project:Date: Contractor:Job/Permit #: Inspector:Weather: Source: Proctor: 7.7 Source: Proctor: 7.5 Gauge#/SN: DS: MS: Test Number Probe Depth Proctor Pass/Fail 1 4 20142-5 Pass 2 4 20142-5 Pass 3 4 20142-5 Pass 4 4 20142-5 Pass 5 BS 20142-6 Pass 6 BS 20142-6 Pass 7 4 20142-5 Pass 8 4 20142-5 Pass 9 4 20142-5 Pass 10 4 20142-5 Pass 11 4 20142-5 Pass 12 4 20142-5 Pass 13 BS 20142-6 PassBuilding Interior, North end, 3/4" Base Building Interior, North end, 6th lift Building Interior, North end, 5th lift Building Interior, North end, 4th lift Building Interior, North end, 3rd lift Building Interior, North end, 2nd lift Building Interior, North end, 1st lift Building Interior, South end, 3/4" base Building Interior, South end, 3/4" base 97 Building Interior, South end, middle, 8th lift Building Interior, South end, middle, 7th lift 137.5 7.0 5.4 130.5 95 99 Building Interior, South end, middle, 6th lift 143.2 4.2 3.0 139.0 95 100 Building Interior, South end, middle, 5th lift 142 4.4 3.2 137.6 95 99 139.2 5.1 3.8 134.1 95 96 142.9 4.8 3.5 138.1 95 97 141.2 4.6 3.4 136.6 95 98 140.7 4.7 3.5 136.0 95 99 141.8 7.7 5.7 134.1 95 100 140.3 7.2 5.4 133.1 95 99 141.1 4.3 3.1 136.8 95 98 144.2 6.0 4.3 138.2 95 97 140.3 5.8 4.3 134.5 95 96 141.2 6.1 4.5 135.1 95 17625 1395 572 Location Wet Density Pounds Moisture Percent Moisture Dry Density Required Compaction Percent Compaction Material Description: Pit Run Onsite Stockpile 20142-5 139.5 Material Description: 3/4" Crushed Base Material Onsite Stockpile 20142-6 134.5 Report of In-Place Soil Density Tests by Nuclear Gauge Method Valley Agronomics 10/22/20 Valley Agronomics/ Roadhouse 20142 Louis Mendez-Nava Overcast Project:Date: Contractor:Job/Permit #: Inspector:Weather: Source: Proctor: 7.7 Gauge#/SN: DS: MS: Test Number Probe Depth Proctor Pass/Fail 1 4 20142-5 Pass 2 4 20142-5 Pass 3 4 20142-5 Pass 4 4 20142-5 Pass 5 4 20142-5 Pass 6 4 20142-5 Pass 7 4 20142-5 Pass 8 4 20142-5 Pass 95 Building Interior, East middle room, Southwest end, 4th lift 138.3 2.4 1.8 135.9 95 97 Building Interior, East middle room, Northeast end, 4th lift 134.4 2.0 1.5 132.4 95 97 Building Interior, East middle room, Northwest end, 3rd lift 135.6 2.4 1.8 133.2 95 95 Building Interior, East middle room, Southeast end, 3rd lift 137.9 2.5 1.8 135.4 95 97 Building Interior, East middle room, Southwest end, 2nd lift 136.7 2.8 2.1 133.9 95 96 Building Interior, East middle room, Northeast end, 2nd lift 136.2 1.5 1.1 134.7 95 96 Building Interior, East middle room, Southeast end, 1st lift 140.8 3.5 2.5 137.3 95 98 Building Interior, East middle room, Northwest end, 1st lift 137.9 3.5 2.6 134.4 95 17625 1366 616 Location Wet Density Pounds Moisture Percent Moisture Dry Density Required Compaction Percent Compaction Material Description: Pit Run Onsite Stockpile 20142-5 139.5 Report of In-Place Soil Density Tests by Nuclear Gauge Method Valley Agronomics 01/26/21 Valley Agronomics/ Roadhouse 20142 Louis Mendez-Nava Partly Cloudy Project:Date: Contractor:Job/Permit #: Inspector:Weather: Source: Proctor: 7.7 Gauge#/SN: DS: MS: Test Number Probe Depth Proctor Pass/Fail 1 4 20142-5 Pass 2 4 20142-5 Pass 3 4 20142-5 Pass 4 4 20142-5 Pass 5 4 20142-5 Pass 6 4 20142-5 Pass 7 4 20142-5 Pass 8 4 20142-5 Pass 9 4 20142-5 Pass95Building Interior, Northeast room, Southeast end, 3rd lift 135.7 3.1 2.3 132.6 95 97 Building Interior, Northeast room, center, 3rd lift 138.1 5.2 3.9 132.9 95 95 Building Interior, Northeast room, Northwest end, 3rd lift 143.1 7.4 5.5 135.7 95 96 Building Interior, Northeast room, Northeast end, 2nd lift 141.0 8.0 6.0 133.0 95 95 Building Interior, Northeast room, center, 2nd lift 138.3 5.0 3.8 133.3 95 95 Building Interior, Northeast room, Southwest end, 2nd lift 139.2 5.8 4.3 133.4 95 96 Building Interior, Northeast room, Southeast end, 1st lift 141.0 8.4 6.3 132.6 95 96 Building Interior, Northeast room, center, 1st lift 137.8 5.1 3.8 132.7 95 95 Building Interior, Northeast room, Northwest end, 1st lift 137.6 4.1 3.1 133.5 95 10607 1372 554 Location Wet Density Pounds Moisture Percent Moisture Dry Density Required Compaction Percent Compaction Material Description: Pit Run Onsite Stockpile 20142-5 139.5 Report of In-Place Soil Density Tests by Nuclear Gauge Method Valley Agronomics 02/23/21 Valley Agronomics/ Roadhouse 20142 Louis Mendez-Nava Partly Cloudy Project:Date: Contractor:Job/Permit #: Inspector:Weather: Source: Proctor: 7.5 Gauge#/SN: DS: MS: Test Number Probe Depth Proctor Pass/Fail 1 BS 20142-6 Pass 2 BS 20142-6 Pass 3 BS 20142-6 Pass96Building Interior, Northeast room, Southeast end 130.5 2.0 1.6 128.5 95 95 Building Interior, Northeast room, center 130.1 1.9 1.5 128.2 95 95 Building Interior, Northeast room, Northwest end 130.2 2.4 1.9 127.8 95 10607 1375 550 Location Wet Density Pounds Moisture Percent Moisture Dry Density Required Compaction Percent Compaction Material Description: 3/4" Crushed Base Material Onsite Stockpile 20142-6 134.5 Report of In-Place Soil Density Tests by Nuclear Gauge Method Valley Agronomics 02/24/21 Valley Agronomics/ Roadhouse 20142 Louis Mendez-Nava Partly Cloudy Project:Date: Contractor:Job/Permit #: Inspector:Weather: Source: Proctor: 7.7 Source: Proctor: 7.5 Gauge#/SN: DS: MS: Test Number Probe Depth Proctor Pass/Fail 1 6" 20142-5 Pass 2 6" 20142-5 Pass 3 6" 20142-5 Pass 4 6" 20142-5 Pass 5 6" 20142-5 Pass 6 8" 20142-5 Pass96Building interior, South room, Northeast corner 138.6 5.2 3.9 133.4 95 96 Building interior, South room, Northwest corner 142.3 6.6 4.9 135.7 95 97 Building interior, South room, West middle 142.6 8.3 6.2 134.3 95 97 Building interior, South room, East middle 141.2 7.9 5.9 133.3 95 95 Building interior, South room, southeast corner 140.2 5.1 3.8 135.1 95 Percent Compaction Building interior, South room, southwest corner 140.7 5.5 4.1 135.2 95 97 Location Wet Density Pounds Moisture Percent Moisture Dry Density Required Compaction Material Description: 3/4" Crushed Base Material Onsite Stockpile 20142-6 134.5 17625 1368 574 Material Description: Pit Run Onsite Stockpile 20142-5 139.6 Report of In-Place Soil Density Tests by Nuclear Gauge Method Valley Agronomics 05/07/21 Valley Agronomics/ Roadhouse 20142 Louis Mendez-Nava Sunny Project:Date: Contractor:Job/Permit #: Inspector:Weather: Source: Proctor: 7.7 Source: Proctor: 7.5 Gauge#/SN: DS: MS: Test Number Probe Depth Proctor Pass/Fail 1 8" 20142-5 Pass 2 8" 20142-5 Pass 3 8" 20142-5 Pass 4 8" 20142-5 Pass 5 8" 20142-5 Pass 6 8" 20142-5 Pass 7 8" 20142-5 Pass 8 8" 20142-5 Pass 9 8" 20142-5 Pass 10 BS 20142-6 Pass 11 BS 20142-6 Pass 12 BS 20142-6 Pass 13 BS 20142-6 Pass 14 BS 20142-6 Pass 15 BS 20142-6 Pass 16 BS 20142-6 Pass Report of In-Place Soil Density Tests by Nuclear Gauge Method Valley Agronomics 05/07/21 Valley Agronomics/ Roadhouse 20142 Chase Burke Sunny Material Description: Pit Run Onsite Stockpile 20142-5 139.6 20142-6 1372 Material Description: 3/4" Crushed Base Material Onsite Stockpile 134.5 10607 549 Percent Compaction Building intertior, Northeast room, Center 138.7 4.2 3.1 134.5 95 96 Location Wet Density Pounds Moisture Percent Moisture Dry Density Required Compaction 95 Building intertior, Northeast room, Northwest corner 140.8 4.1 3.0 136.7 95 98 Building intertior, Northeast room, Northeast corner 138.9 5.6 4.2 133.3 95 98 Building intertior, Northeast room, Southeast corner 137.7 4.7 3.5 133.0 95 95 Building intertior, Northeast room, Southwest corner 142.2 5.0 3.6 137.2 95 96 Building intertior, middle east room, Southwest corner 144.2 3.5 2.5 140.7 95 101 Building intertior, middle east room, center 139.2 5.5 4.1 133.7 95 97 Building intertior, South end of West corridor 137.8 4.2 3.1 133.6 95 96 Building intertior, middle east room, Northeast corner 139.4 4.6 3.4 134.8 95 96 Building intertior, South room, Southeast corner 140.4 7.8 5.9 132.6 95 99 Building intertior, South room, East side 136.4 7.0 5.4 129.4 95 97 Building intertior, South room, Southwest corner 139.8 8.9 6.8 130.9 95 97 Building intertior, South room, Center 136.5 6.7 5.2 129.8 95 96 Building intertior, South room, Northwest corner 136.2 6.7 5.2 129.5 95 96 Building intertior, South room, West side 137.2 8.0 6.2 129.2 95 98Building intertior, South room, Northeast corner 139.7 7.3 5.5 132.4 95 Project:Date: Contractor:Job/Permit #: Inspector:Weather: Source: Proctor: 7.5 Gauge#/SN: DS: MS: Test Number Probe Depth Proctor Pass/Fail 1 BS 20142-6 Pass 2 BS 20142-6 Pass 3 BS 20142-6 Pass 4 BS 20142-6 Pass 5 BS 20142-6 Pass 6 BS 20142-6 Pass 7 BS 20142-6 Pass 8 BS 20142-6 Pass 9 BS 20142-6 Pass 10 BS 20142-6 Pass Report of In-Place Soil Density Tests by Nuclear Gauge Method Valley Agronomics 05/10/21 Valley Agronomics/ Roadhouse 20142 Chase Burke Sunny Material Description: 3/4" Crushed Base Material Onsite Stockpile 20142-6 134.5 1375 Required Compaction 10607 583 Location Wet Density Pounds Moisture Percent Moisture Dry Density 96 Building Interior, East middle rooms, north side, center 137.0 5.3 4.0 131.7 95 98 Building Interior, East middle rooms, West side 133.8 4.5 3.5 129.3 95 98 Building Interior, East middle rooms, north side, northeast corner 138.8 5.0 3.7 133.8 95 99 Building Interior, East middle rooms, north side, southeast corner 137.1 5.4 4.1 131.7 95 99 Building Interior, East middle rooms, south side, northwest corner 138.2 4.4 3.3 133.8 95 99 Building Interior, East middle rooms, north side, southeast corner 138.5 5.4 4.1 133.1 95 97 Building Interior, East middle rooms, south side, southeast corner 133.9 5.8 4.5 128.1 95 95 Building Interior, East middle rooms, south side, center 136.1 5.3 4.1 130.8 95 97 Building Interior, East middle rooms, south side, southwest corner 139.3 6.2 4.7 133.1 95 99 Building Interior, East middle rooms, south side, northeast corner 135.2 4.8 3.7 130.4 95 Percent Compaction Project:Date: Contractor:Job/Permit #: Inspector:Weather: Source: Proctor: 7.7 Gauge#/SN: DS: MS: Test Number Probe Depth Proctor Pass/Fail 1 8 20142-5 Pass 2 8 20142-5 Pass 3 8 20142-5 Pass 4 8 20142-5 Pass 5 8 20142-5 Pass 6 8 20142-5 Pass 7 8 20142-5 Pass Report of In-Place Soil Density Tests by Nuclear Gauge Method Valley Agronomics 05/11/21 Valley Agronomics/ Roadhouse 20142 Chad Bare Partly Cloudy Material Description: Pit Run Onsite Stockpile 20142-5 139.6 10607 1365 593 Location Wet Density Pounds Moisture Percent Moisture Dry Density Required Compaction Percent Compaction 97 NW room to the east of the tower, Center of room 141.9 7.1 5.3 134.8 95 97 NW room to the east of the tower, Center of room 143.3 7.6 5.6 135.7 95 100 30ft South of test #1 and #2 145.4 6.0 4.3 139.4 95 100 30ft South of test #1 and #2 145.1 5.9 4.2 139.2 95 97 Adjacent room to the east adjoining the existing building, Northeast corner 142.8 5.3 3.9 137.5 95 98 Adjacent room to the east adjoining the existing building, West side 142.4 6.4 4.7 136.0 95 99Adjacent room to the east adjoining the existing building, Southeast corner 145.0 7.4 5.4 137.6 95 Project:Date: Contractor:Job/Permit #: Inspector:Weather: Source: Proctor: 7.5 Gauge#/SN: DS: MS: Test Number Probe Depth Proctor Pass/Fail 1 BS 20142-6 Pass 2 BS 20142-6 Pass 3 BS 20142-6 Pass 4 BS 20142-6 Pass 5 BS 20142-6 Pass 6 BS 20142-6 Pass 7 BS 20142-6 Pass 8 BS 20142-6 Pass 9 BS 20142-6 Pass 10 BS 20142-6 Pass 11 BS 20142-6 Pass Report of In-Place Soil Density Tests by Nuclear Gauge Method Valley Agronomics 05/12/21 Valley Agronomics/ Roadhouse 20142 Chase Burke Sunny Material Description: 3/4" Crushed Base Material Onsite Stockpile 20142-6 134.5 10607 1365 573 Location Wet Density Pounds Moisture Percent Moisture Dry Density Required Compaction Percent Compaction 96 Building interior, west corridor, east side, middle 137.5 9.3 7.3 128.2 95 95 Building interior, west corridor, west side, middle 137.7 8.1 6.3 129.6 95 95 Building interior, Northeast room, Northwest corner 137.7 9.1 7.1 128.6 95 96 Building interior, Northeast room, Southwest corner 137.1 8.7 6.8 128.4 95 95 Building interior, Northeast room, Southeast corner 137.4 8.2 6.3 129.2 95 96 Building interior, Northeast room, Northeast corner 136.7 8.8 6.9 127.9 95 96 Building interior, Northeast room, Northwest corner 138.3 7.5 5.7 130.8 95 97 Building interior, Northeast room, Center 139.1 10 7.7 129.1 95 99 Building interior, west corridor, South center 137.1 4.7 3.5 132.4 95 98 Building interior, west corridor, Southwest corner 138.3 5.1 3.8 133.2 95 99Building interior, west corridor, Southeast corner 137.3 4.8 3.6 132.5 95 Rhodhouse Construction -Plastic Limit:‐ Plasticity Index:‐ Moist: Dry:Mechanical: AASHTO T‐99: AASHTO T‐180: ASTM D698: X ASTM D1557: Assumed Point Percent Dry Maximum Sp. Gr. Number Moisture Density Dry Density 2.55 1 4.9 117.2 131.3 lbs/ft^3 2 6.8 129.4 ASTM D‐4718, Correction 3 8.5 130.2 for Oversize Particles 4 10.2 118.8 139.6 lbs/ft^3 Sieve Percent Size Passing 6.0"100 3.0"100 2"100 1.5"93 1.0"80 3/4"66 1/2"54 3/8"72 #4 38 #8 33 #16 31 #30 20 #40 15 #50 10 #100 5 #200 3.6 Respectfully submitted, Reviewed By: Chad Bare Eagle Rock Engineering Lab Manager XX Laboratory Compaction  Charactoristics of Soil       (ASTM D698/1557, AASHTO T‐99/180) Onsite stockpile, Pit run material 20142 ‐ Valley Agronomics 14‐Sep‐20 Source: Project: Date Obtained:     Liquid Limit: Eagle Rock Engineering has performed a proctor on the sample referenced below.  The testing was performed in  accordance with current AASHTO or ASTM standards.  The results obtained in our laboratory were as follows: Optimum % Moisture 7.7 % Method C Manual: Sample ID: Sand Equivalency: ASTM D2487 Classification Sample Preparation: Test Standard: 20142‐5 PROCTOR, Pit Run N/A 113.0 115.0 117.0 119.0 121.0 123.0 125.0 127.0 129.0 131.0 133.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 11.0 Dr y D e n s i t y Percent Moisture Proctor Curve Rhodhouse Construction -Plastic Limit:‐ Plasticity Index:‐ Moist: Dry:Mechanical: AASHTO T‐99: AASHTO T‐180: ASTM D698: X ASTM D1557: Assumed Point Percent Dry Maximum Sp. Gr. Number Moisture Density Dry Density 2.55 1 4.3 127.9 134.4 lbs/ft^3 2 6.3 133.2 ASTM D‐4718, Correction 3 7.5 135.0 for Oversize Particles 4 8.6 133.1 134.5 lbs/ft^3 Sieve Percent Size Passing 6.0"100 3.0"100 2"100 1.5"100 1.0"100 3/4"99 1/2"81 3/8"66 #4 49 #8 39 #16 33 #30 28 #40 26 #50 23 #100 6 #200 1.3 Respectfully submitted, Reviewed By: Chad Bare Eagle Rock Engineering Lab Manager Test Standard:Method C Optimum % Moisture 7.5 % ASTM D2487 Classification     Liquid Limit: Sample Preparation:X Manual: X Sample ID: 20142‐6 PROCTOR, 3/4" Base Sand Equivalency: N/A Project: 20142 ‐ Valley Agronomics Date Obtained: 8‐Mar‐21 Eagle Rock Engineering has performed a proctor on the sample referenced below.  The testing was performed in  accordance with current AASHTO or ASTM standards.  The results obtained in our laboratory were as follows: Source: Onsite stockpile, 3/4" Crushed base material Laboratory Compaction  Charactoristics of Soil       (ASTM D698/1557, AASHTO T‐99/180) 125.0 127.0 129.0 131.0 133.0 135.0 137.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 Dr y D e n s i t y Percent Moisture Proctor Curve