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Home My WebLink AboutINSPECTION REPORTS - 20-00235 - SITE WORK - 397 Thomson Farms Rd - The Grove at Thomson FarmsProject:Date: Contractor:Job/Permit #: Inspector:Weather: Source: Proctor: 8.3 Gauge#/SN: DS: MS: Test Number Probe Depth Proctor windy 1 8" 19225-3 Pass 2 8" 19225-3 Pass 3 8" 19225-3 Pass 4 8" 19225-3 Pass 5 8" 19225-3 Pass Report of In-Place Soil Density Tests by Nuclear Gauge Method The Grove at Thomson Farms 05/21/20 19225 Louis Mendez-Nava Overcast/Windy Headwaters/Hill & Son Material Description: Mix - Sandy loam and clay with sand & gravel Native 19225-3 117.9 17625 1431 587 Location Wet Density Pounds Moisture Percent Moisture Dry Density Required Compaction Percent Compaction 97 Thomson Farms Rd, 50ft East of SSMH between Buildings 3 and 4, 2.5ft bgs 123.9 8.5 7.4 115.4 95 98 Thomson Farms Rd, 50ft West of SSMH between Buildings 3 and 4, 2.5ft below gound surface (bgs)125.7 10.8 9.4 114.9 95 96 Thomson Farms Rd, 50ft East of SSMH between Buildings 4 and 6, 4.5ft bgs 122 9.6 8.5 112.4 95 95 Thomson Farms Rd, 100ft West of SSMH between Buildings 4 and 6, 4.5ft bgs 123.2 10.4 9.2 112.8 95 96Thomson Farms Rd, 50ft West of SSMH at East end, 4.5ft bgs 124.1 10.8 9.5 113.3 95 Project:Date: Contractor:Job/Permit #: Inspector:Weather: Source: Proctor: 8.3 Gauge#/SN: DS: MS: Test Number Probe Depth Proctor windy 1 8" 19225-3 Pass 2 8" 19225-3 Pass 3 8" 19225-3 Pass 4 8" 19225-3 Pass 5 8" 19225-3 Pass 6 8" 19225-3 Pass Report of In-Place Soil Density Tests by Nuclear Gauge Method The Grove at Thomson Farms 05/22/20 Headwaters/Hill & Son 19225 Louis Mendez-Nava Overcast/Windy Material Description: Mix - Sandy loam and clay with sand & gravel Native 19225-3 117.9 17625 1432 582 Location Wet Density Pounds Moisture Percent Moisture Dry Density Required Compaction Percent Compaction 98 Thomson Farms Rd, 20ft West of SSMH between Buildings 4 and 6, 2.5ft bgs 130.1 13.4 11.5 116.7 95 99 Thomson Farms Rd, 100ft West of SSMH between Buildings 4 and 6, 2.5ft below gound surface (bgs)127.3 11.6 10.0 115.7 95 98 Thomson Farms Rd, 100ft East of SSMH between Buildings 4 and 6, 2.5ft bgs 125.8 10.5 9.1 115.3 95 98 Thomson Farms Rd, 20ft West of SSMH between Buildings 4 and 6, 2.5ft bgs 127.9 11.9 10.3 116.0 95 96 Thomson Farms Rd, 10ft West of SSMH at East end, 3.0ft bgs 124.8 12.1 10.7 112.7 95 96 Thomson Farms Rd, 25ft West of SSMH at East end, 2.5ft bgs 124.1 11.2 9.9 112.9 95 Project:Date: Contractor:Job/Permit #: Inspector:Weather: Source: Proctor: 8.3 Gauge#/SN: DS: MS: Test Number Probe Depth Proctor windy 1 8" 19225-3 Pass 2 8" 19225-3 Pass 3 8" 19225-3 Pass 4 8" 19225-3 Pass Report of In-Place Soil Density Tests by Nuclear Gauge Method The Grove at Thomson Farms 05/29/20 Headwaters/Hill & Son 19225 Louis Mendez-Nava Partly Cloudy Material Description: Mix - Sandy loam and clay with sand & gravel Native 19225-3 117.9 17625 1433 584 Location Wet Density Pounds Moisture Percent Moisture Dry Density Required Compaction Percent Compaction 96 Thomson Farms Rd, 75ft East of intersection with Hwy 191 SSMH, 6.5ft bgs 129.4 14.8 12.9 114.6 95 97 Thomson Farms Rd, 30ft East of intersection with Hwy 191 SSMH, 6.5ft below gound surface (bgs)127.4 14.8 13.1 112.6 95 96 Thomson Farms Rd, 100ft East of intersection with Hwy 191 SSMH, 6.5ft bgs 126.1 12.9 11.4 113.2 95 96 Thomson Farms Rd, 100ft East of intersection with Hwy 191 SSMH, 6.5ft bgs 121.0 8.3 7.4 112.7 95 Project:Date: Contractor:Job/Permit #: Inspector:Weather: Source: Proctor: 12.7 Gauge#/SN: DS: MS: Test Number Probe Depth Proctor Pass/Fail 1 8" 19225-1 Pass 2 8" 19225-1 Pass 3 8" 19225-1 Pass 4 8" 19225-1 Pass 5 8" 19225-1 Pass 6 8" 19225-1 Pass 7 8" 19225-1 Pass 8 8" 19225-1 Pass 9 8" 19225-1 Pass 10 8" 19225-1 Pass 11 8" 19225-1 Pass 12 8" 19225-1 Pass 97 Thomson Farms Rd, 250ft East of intersection with Hwy 191 SSMH, 2.0ft bgs 130.8 8.8 7.2 122.0 95 96 Thomson Farms Rd, 200ft East of intersection with Hwy 191 SSMH, 2.0ft bgs 131.7 8.9 7.2 122.8 95 95 Thomson Farms Rd, 150ft East of intersection with Hwy 191 SSMH, 2.5ft bgs 130.9 9.5 7.8 121.4 95 96 Thomson Farms Rd, 100ft East of intersection with Hwy 191 SSMH, 2.5ft bgs 129.9 9.6 8.0 120.3 95 96 Thomson Farms Rd, 50ft East of intersection with Hwy 191 SSMH, 2.5ft bgs 130.0 9.7 8.1 120.3 95 95 Thomson Farms Rd, 250ft East of intersection with Hwy 191 SSMH, 4.0ft bgs 131.1 10.1 8.3 121.0 95 95 Thomson Farms Rd, 150ft East of intersection with Hwy 191 SSMH, 4.0ft bgs 131.7 10.6 8.8 121.1 95 96 Thomson Farms Rd, 100ft East of intersection with Hwy 191 SSMH, 4.0ft bgs 131.4 10.9 9.0 120.5 95 95 Thomson Farms Rd, 250ft East of intersection with Hwy 191 SSMH, 6.0ft bgs 132.3 11.9 9.9 120.4 95 95 Thomson Farms Rd, 200ft East of intersection with Hwy 191 SSMH, 6.0ft bgs 129.1 8.9 7.4 120.2 95 95 Thomson Farms Rd, 150ft East of intersection with Hwy 191 SSMH, 6.5ft bgs 128.2 7.2 6.0 121.0 95 96 Thomson Farms Rd, 100ft East of intersection with Hwy 191 SSMH, 6.0ft below gound surface (bgs)132.5 12.2 10.1 120.3 95 10607 1423 556 Location Wet Density Pounds Moisture Percent Moisture Dry Density Required Compaction Percent Compaction Report of In-Place Soil Density Tests by Nuclear Gauge Method The Grove at Thomson Farms 06/02/20 Headwaters/Hill & Son 19225 Louis Mendez-Nava Partly Cloudy Material Description: Mix - Sany loamand clay with sand & gravel Native 19225-1 126.6 Project:Date: Contractor:Job/Permit #: Inspector:Weather: Source: Proctor: 12.7 Gauge#/SN: DS: MS: Test Number Probe Depth Proctor Pass/Fail 1 6" 19225-1 Pass 2 6" 19225-1 Pass Report of In-Place Soil Density Tests by Nuclear Gauge Method The Grove at Thomson Farms 06/03/20 Headwaters/Hill & Son 19225 Louis Mendez-Nava Overcast/Rain Material Description: Mix - Sany loamand clay with sand & gravel Native 19225-1 126.6 10607 1429 563 Location Wet Density Pounds Moisture Percent Moisture Dry Density Required Compaction Percent Compaction 96 Thomson Farms Rd, 200ft East of intersection with Hwy 191 SSMH, 8.5ft bgs 129.1 8.5 7.0 120.6 95 95 Thomson Farms Rd, 200ft East of intersection with Hwy 191, water main, 8.5ft below gound surface (bgs) 129.7 8.7 7.2 121.0 95 Project:Date: Contractor:Job/Permit #: Inspector:Weather: Source: Proctor: 12.7 Source: Proctor: 8.3 Gauge#/SN: DS: MS: Test Number Probe Depth Proctor Pass/Fail 1 6" 19225-3 Pass 2 6" 19225-3 Pass 3 6" 19225-1 Pass 4 6" 19225-1 Pass 5 6" 19225-1 Pass Report of In-Place Soil Density Tests by Nuclear Gauge Method The Grove at Thomson Farms 06/05/20 Headwaters/Hill & Son 19225 Louis Mendez-Nava Overcast/Rain Material Description: Mix - Sany loamand clay with sand & gravel Native 19225-1 126.6 Material Description: Mix - Sandy loam and clay with sand & gravel Native 19225-3 117.9 10607 1429 563 Location Wet Density Pounds Moisture Percent Moisture Dry Density Required Compaction Percent Compaction 98 Thomson Farms Rd, approximately 200ft East of intersection with Hwy 191, 6.0 ft bgs 121.9 9.9 8.8 112.0 95 95 Thomson Farms Rd, approximately 200ft East of intersection with Hwy 191, 7.0 ft below gound surface (bgs) 126.3 10.6 9.2 115.7 95 96 Thomson Farms Rd, approximately 200ft East of intersection with Hwy 191, 3.0 ft bgs 131 10.2 8.4 120.8 95 95 Thomson Farms Rd, approximately 200ft East of intersection with Hwy 191, 4.5 ft bgs 131.5 9.5 7.8 122.0 95 96Thomson Farms Rd, approximately 200ft East of intersection with Hwy 191, 1.5 ft bgs 131.4 10.1 8.3 121.3 95 Project:Date: Contractor:Job/Permit #: Inspector:Weather: Source: Proctor: 12.7 Gauge#/SN: DS: MS: Test Number Probe Depth Proctor Pass/Fail 1 6" 19225-3 Pass 2 6" 19225-3 Pass Report of In-Place Soil Density Tests by Nuclear Gauge Method The Grove at Thomson Farms 06/12/20 Headwaters/Hill & Son 19225 Louis Mendez-Nava Partly Cloudy Material Description: Mix - Sany loamand clay with sand & gravel Native 19225-1 126.6 10607 1442 568 Location Wet Density Pounds Moisture Percent Moisture Dry Density Required Compaction Percent Compaction 95 Thomson Farms Rd, approximately 10ft East of SSMH to the west of building 2, 4.5 ft bgs 134.1 13.7 11.4 120.4 95 95 Thomson Farms Rd, approximately 20ft West of SSMH to the west of building 2, 4.5 ft below gound surface (bgs) 135.5 15.1 12.5 120.4 95 Project:Date: Contractor:Job/Permit #: Inspector:Weather: Source: Proctor: 12.7 Gauge#/SN: DS: MS: Test Number Probe Depth Proctor Pass/Fail 1 8" 19225-1 FAIL 2 8" 19225-1 FAIL 3 8" 19225-1 Pass 4 8" 19225-1 Pass 5 8" 19225-1 Pass 6 8" 19225-1 Pass Report of In-Place Soil Density Tests by Nuclear Gauge Method The Grove at Thomson Farms 06/19/20 Headwaters/Hill & Son 19225 Louis Mendez-Nava Partly Cloudy/Windy Material Description: Mix - Sany loamand clay with sand & gravel Native 19225-1 126.6 10607 1427 564 Location Wet Density Pounds Moisture Percent Moisture Dry Density Required Compaction Percent Compaction 92 Thomson Farms Rd, approximately 10ft East of SSMH to the west of building 2, 3.5 ft bgs 131.2 16.7 14.6 114.5 95 90 Thomson Farms Rd, approximately 20ft West of SSMH to the west of building 2, 3.5 ft below gound surface (bgs) 130.2 14.2 12.2 116.0 95 97 Thomson Farms Rd, approximately 15 ft East of SSMH to the west of building 2, 2.5 ft bgs 138.1 15.2 12.4 122.9 95 97 Thomson Farms Rd, approximately 150 ft East of SSMH to the west of building 2, 2.5 ft bgs 136.6 13.3 10.8 123.3 95 96 Thomson Farms Rd, approximately 150 ft East of SSMH to the west of building 2, 1.0 ft bgs 138.8 16.0 13.0 122.8 95 97 Thomson Farms Rd, approximately 15 ft East of SSMH to the west of building 2, 1.0 ft bgs 136.2 14.8 12.2 121.4 95 Project:Date: Contractor:Job/Permit #: Inspector:Weather: Source: Proctor: 8.3 Gauge#/SN: DS: MS: Test Number Probe Depth Proctor Pass/Fail 1 6" 19225-3 Pass 2 6" 19225-3 Pass 3 6" 19225-3 Pass 4 6" 19225-3 Pass 5 6" 19225-3 Pass 6 6" 19225-3 Pass 7 6" 19225-3 Pass 8 6" 19225-3 Pass 9 6" 19225-3 Pass 10 6" 19225-3 Pass 11 6" 19225-3 Pass 12 6" 19225-3 Pass Report of In-Place Soil Density Tests by Nuclear Gauge Method The Grove at Thomson Farms 06/22/20 Headwaters/Hill & Son 19225 Louis Mendez-Nava Partly Cloudy Material Description: Mix - Sandy loam and clay with sand & gravel Native 19225-3 117.9 10607 1678 544 Location Wet Density Pounds Moisture Percent Moisture Dry Density Required Compaction Percent Compaction 96 Thomson Farms Rd, water main, 50 ft East of West end of building 2, 3.5 ft bgs 126.7 14.4 12.8 112.3 95 95 Thomson Farms Rd, water main, 50 ft West of West end of building 2, 3.5 ft below gound surface (bgs) 128.7 15.6 13.8 113.1 95 96 Thomson Farms Rd, water main, 50 ft East of west end of building 2, 1.0 ft bgs 130.4 13.0 11.1 117.4 95 100 Thomson Farms Rd, water main, 50 ft West of west end of building 2, 1.0 ft bgs 125.4 12.7 11.3 112.7 95 97 Thomson Farms Rd, water main, 50 ft East of west end of building 3, 3.0 ft bgs 126.2 12.1 10.6 114.1 95 97 Thomson Farms Rd, water main, at west end of building 3, 3.0 ft bgs 127.4 13.4 11.8 114.0 95 97 Thomson Farms Rd, water main, at west end of building 3, 1.5 ft bgs 131.6 16.7 14.5 114.9 95 97 Thomson Farms Rd, water main, between building 3 and 4, 3.0 ft bgs 128.5 13.6 11.8 114.9 95 100 Thomson Farms Rd, water main, between building 3 and 4, 1.5 ft bgs 125.9 9.2 7.9 116.7 95 99 Thomson Farms Rd, water main, 50 ft East of west end of building 3, 1.5 ft bgs 127.1 9.4 8.0 117.7 95 95 Thomson Farms Rd, water main, at East end of building 4, 3.0 ft bgs 125.4 8.8 7.5 116.6 95 99 Thomson Farms Rd, water main, 50 ft East of west end of building 4, 3.0 ft bgs 120.5 8.6 7.7 111.9 95 Project:Date: Contractor:Job/Permit #: Inspector:Weather: Source: Proctor: 12.7 Gauge#/SN: DS: MS: Test Number Probe Depth Proctor Pass/Fail 1 6" 19225-1 Pass 2 6" 19225-1 Pass 3 6" 19225-1 Pass Report of In-Place Soil Density Tests by Nuclear Gauge Method The Grove at Thomson Farms 07/13/20 Headwaters/Hill & Son 19225 Louis Mendez-Nava Partly Cloudy/Windy Material Description: Mix - Sany loamand clay with sand & gravel Native 19225-1 126.6 10607 1605 545 Location Wet Density Pounds Moisture Percent Moisture Dry Density Required Compaction Percent Compaction 95 Thomson Farms Rd, water main tie-in at Hwy 191, 75 ft East of intersection with Hwy 191, 3.0 ft bgs 126.8 6.3 5.2 120.5 95 95 Thomson Farms Rd, water main tie-in at Hwy 191, 50 ft East of intersection with Hwy 191, 4.0 ft bgs 131.5 10.9 9.0 120.6 95 98Thomson Farms Rd, water main tie-in at Hwy 191, 75 ft East of intersection with Hwy 191, 2.0 ft bgs 131.8 8.1 6.5 123.7 95 Project:Date: Contractor:Job/Permit #: Inspector:Weather: Source: Marshall: Gauge#/SN: DS: 1585 MS: 547 Test Number Probe Depth 1BS 2BS 3BS 4BS 5BS 6BS 7BS 8BS 9BS Material Description: Asphalt mix HK Report of In-Place Asphalt Density Tests by Nuclear Gauge Method The Grove at Thomson Farms 07/16/20 19225 Louis Mendez-Nava Clear/Windy 147.9 Headwaters/HK 92.0 94.5 96.3 96.2 95.1 10607 Asphalt DensityLocation Percent Compaction Hwy 191 patch from Sewer/Water tie-ins, East strip, final lift 140.6 142.3 142.5 139.8 Hwy 191 patch from Sewer/Water tie-ins, Center strip, 2nd lift 136.0 Hwy 191 patch from Sewer/Water tie-ins, East strip, 2nd lift Hwy 191 patch from Sewer/Water tie-ins, West strip, final lift Hwy 191 patch from Sewer/Water tie-ins, Center strip, final lift Hwy 191 patch from Sewer/Water tie-ins, West strip, 1st lift Hwy 191 patch from Sewer/Water tie-ins, Center strip, 1st lift Hwy 191 patch from Sewer/Water tie-ins, East strip, 1st lift Hwy 191 patch from Sewer/Water tie-ins, West strip, 2nd lift 136.1 140.8 136.8 141.7 95.8 92.5 95.2 92.0 Project:Date: Contractor:Job/Permit #: Inspector:Weather: Source: Proctor: 7.6 Source: Proctor: 8.5 Gauge#/SN: DS: MS: Test Number Probe Depth Proctor Pass/Fail 1 6" 2167 Pass 2 6" 2167 Pass 3 6" 2167 Pass 4 6" 2168 Pass 5 6" 2168 Pass 6 6" 2168 Pass Material Description: 3/4" Base Sieperts 2168 131.0 Report of In-Place Soil Density Tests by Nuclear Gauge Method The Grove at Thomson Farms 07/16/20 Headwaters/Hill & Son 19225 Louis Mendez-Nava Partly Cloudy/Windy Material Description: Pit Run Sieperts 2167 135.2 10607 1585 547 Location Wet Density Pounds Moisture Percent Moisture Dry Density Required Compaction Percent Compaction 96 Hwy 191, Center, Pit Run 136.0 6.3 4.9 129.7 95 96 Hwy 191, West side, Pit Run 139.6 9.6 7.4 130.0 95 97 Hwy 191, West side, Road Base 133.0 5.5 4.3 127.5 95 97 Hwy 191, East side, Pit Run 137.1 5.6 4.3 131.5 95 96 Hwy 191, East side, Road Base 133.7 6.0 4.7 127.7 95 97 Hwy 191, Center, Road Base 132.0 6.5 5.2 125.5 95 Project:Date: Contractor:Job/Permit #: Inspector:Weather: Source: Proctor: 8.3 Gauge#/SN: DS: MS: Test Number Probe Depth Proctor Pass/Fail 1 6" 19225-3 Pass 2 6" 19225-3 Pass 3 6" 19225-3 Pass 4 6" 19225-3 Pass 5 6" 19225-3 Pass 6 6" 19225-3 Pass 7 6" 19225-3 Pass 8 6" 19225-3 Pass 9 6" 19225-3 Pass 10 6" 19225-3 Pass 11 6" 19225-3 Pass100Thomson Farms Rd, water main tie-in at Hwy 191, 100 ft East of intersection with Hwy 191, 1.0 ft bgs 129.3 11.2 9.5 118.1 95 99 Thomson Farms Rd, water main tie-in at Hwy 191, 50 ft East of intersection with Hwy 191, 1.0 ft bgs 125.4 9.5 8.2 115.9 95 98 Thomson Farms Rd, water main tie-in at Hwy 191, 10 ft East of intersection with Hwy 191, 1.0 ft bgs 126.9 10.7 9.2 116.2 95 97 Thomson Farms Rd, water main tie-in at Hwy 191, 100 ft East of intersection with Hwy 191, 2.0 ft bgs 125.1 8 6.8 117.1 95 99 Thomson Farms Rd, water main tie-in at Hwy 191, 50 ft East of intersection with Hwy 191, 2.0 ft bgs 126.9 12.4 10.8 114.5 95 96 Thomson Farms Rd, water main tie-in at Hwy 191, 10 ft East of intersection with Hwy 191, 2.0 ft bgs 123.8 9.8 8.6 114.0 95 97 Thomson Farms Rd, water main tie-in at Hwy 191, 100 ft East of intersection with Hwy 191, 3.0 ft bgs 122.1 9 8.0 113.1 95 100 Thomson Farms Rd, water main tie-in at Hwy 191, 50 ft East of intersection with Hwy 191, 3.0 ft bgs 125.1 9.0 7.8 116.1 95 98 Thomson Farms Rd, water main tie-in at Hwy 191, 10 ft East of intersection with Hwy 191, 3.0 ft bgs 127.0 9.6 8.2 117.4 95 98 Thomson Farms Rd, water main tie-in at Hwy 191, 75 ft East of intersection with Hwy 191, 3.0 ft bgs 122.8 9.5 8.4 113.3 95 96 Thomson Farms Rd, water main tie-in at Hwy 191, 15 ft East of intersection with Hwy 191, 4.0 ft bgs 128.8 12.7 10.9 116.1 95 10607 1605 545 Location Wet Density Pounds Moisture Percent Moisture Dry Density Required Compaction Percent Compaction Material Description: Mix - Sandy loam and clay with sand & gravel Native 19225-3 117.9 Report of In-Place Soil Density Tests by Nuclear Gauge Method The Grove at Thomson Farms 07/16/20 Headwaters/Hill & Son 19225 Louis Mendez-Nava Partly Cloudy/Windy Project: Job #: Inspector: Weather: Date: 10:25 AM 11:40 AM Inspector left job site. Contractor supplied a full water truck and driver for the proof roll. Proof roll commenced approximately 300ft south of the temporary job site entrance and North approximately 300 ft from Thomson Farm Rd, and commenced North and South with an overlapping pattern along subgrade for Highway 191. Witness ‐ Proof Roll The Grove at Thomson Farms 19225 Chad Bare Clear 10/01/20 Inspector arrived on site to witness proof roll for a portion of the subgrade along Highway 191 from south end to approximately 300 ft North of Thomson farms Rd. Inspector noted the following areas of "soft" subgrade, Inspector recommended Contractor remove or scarify and allow the areas noted to air out before compacting and placing road build up material (Pit Run, Road Base, etc.) #4 ‐ Minor pumping noted approximately 10 feet by 10 feet, approximately 250 feet North of Thomson Farm Rd #2 ‐ Pumping noted approximately 20 feet by 20 feet, located 100 feet North of the intersection with Thomson Farms Rd, #3 ‐ Minor pumping approximately 15 feet by 80 feet, located 15 to 20 feet east of centerline of Highway 191, approximately 150 feet North of Thomson Farms Rd intersection, #1 ‐ Pumping noted approximately 20 feet by 40 feet, located near the intersection of Thomson Farms Rd with Highway 191, Project:Date: Contractor:Job/Permit #: Inspector:Weather: Source: Proctor: 7.6 Gauge#/SN: DS: MS: Test Number Probe Depth Proctor Pass/Fail 1 6 2167 Pass 2 6 2167 Pass 3 6 2167 Pass 4 6 2167 Pass 97 Thomson Farms Rd entrance, 350ft East of intersection with Hwy 191, North side 138.0 7.6 5.8 130.4 95 96 Thomson Farms Rd, 250ft East of intersection with Hwy 191, North side 139.6 8.5 6.5 131.1 95 96 Thomson Farms Rd, 150ft East of intersection with Hwy 191, North side 140.0 7.5 5.7 132.5 95 98 Thomson Farms Rd entrance, 50ft East of intersection with Hwy 191, South side 135.9 6.3 4.9 129.6 95 17625 1400 620 Location Wet Density Pounds Moisture Percent Moisture Dry Density Required Compaction Percent Compaction Report of In-Place Soil Density Tests by Nuclear Gauge Method The Grove at Thomson Farms 10/02/20 19225 Louis Mendez-Nava Overcast Material Description: Pit Run Sieperts Pit 2167 135.2 Hill & Sons Excavating Project: Job #: Inspector: Weather: Date: 11:45 AM 1:20 PM Inspector left job site. Inspector arrived on site to witness proof roll for a portion of the subgrade along Highway 191 from south end to approximately 300 ft North of Thomson farms Rd. Contractor supplied a full water truck and driver for the proof roll. Proof roll commenced at the temporary job site entrance, approximately 100ft south of Thomson Farm Rd, and commenced North and South with an overlapping pattern along subgrade for Highway 191. Inspector noted the previously noted areas were sufficicently aired out and now exibited minimal or no pumping. Contractor began placing Pit Run material. Witness ‐ Proof Roll The Grove at Thomson Farms 19225 Chad Bare Clear 10/05/20 Project:Date: Contractor:Job/Permit #: Inspector:Weather: Source: Proctor: 7.6 Gauge#/SN: DS: MS: Test Number Probe Depth Proctor Pass/Fail 1 4" 2167 Pass 2 4" 2167 Pass 3 4" 2167 Pass 4 4" 2167 Pass 5 4" 2167 Pass 6 4" 2167 Pass 7 4" 2167 Pass 8 4" 2167 Pass 9 4" 2167 Pass 10 4" 2167 Pass 11 4" 2167 Pass 12 4" 2167 Pass 13 4" 2167 Pass96Hwy 191, North to South, 300 ft South of intersection with Thomson Farms Rd, West side 134.7 4.6 3.5 130.1 95 96 Hwy 191, North to South, 150 ft South of intersection with Thomson Farms Rd, West side 137.0 4.2 3.2 132.8 95 98 Hwy 191, North to South, at south side of intersection with Thomson Farms Rd 135 5.2 4.0 129.8 95 98.1 Hwy 191, North to South, at North side of intersection with Thomson Farms Rd 138.1 3.8 2.8 134.3 95 99.3 Hwy 191, North end working South, 100ft North of intersection with Thomson Farms Rd 137.1 4.5 3.4 132.6 95 98.0 Hwy 191, North end working South, 200ft North of intersection with Thomson Farms Rd 139.0 6 4.5 133.0 95 98.4 Hwy 191, North end working South, 300ft North of intersection with Thomson Farms Rd 137.5 5 3.8 132.5 95 97.5 Hwy 191, North end working South, 350ft North of intersection with Thomson Farms Rd 138.5 5.0 3.7 133.5 95 98.7 Thomson Farms Rd, 10 ft East of building 3 138.6 6.8 5.2 131.8 95 96.0 Thomson Farms Rd, 10 ft East of building 3 134.3 5.0 3.9 129.3 95 95.6 Thomson Farms Rd, 10 ft East of building 3 136.8 7.0 5.4 129.8 95 95.4 Thomson Farms Rd, 10 ft East of building 3 136.0 5.6 4.3 130.4 95 96.4 Thomson Farms Rd, 10 ft East of building 3, North side 134.3 5.3 4.1 129.0 95 17625 1429 612 Location Wet Density Pounds Moisture Percent Moisture Dry Density Required Compaction Percent Compaction Material Description: Pit Run Sieperts Pit 2167 135.2 Report of In-Place Soil Density Tests by Nuclear Gauge Method The Grove at Thomson Farms 10/06/20 Hill & Sons Excavating 19225 Louis Mendez-Nava Overcast Project:Date: Contractor:Job/Permit #: Inspector:Weather: Source: Proctor: 8.5 Gauge#/SN: DS: MS: Test Number Probe Depth Proctor Pass/Fail 1 BS 2168 Pass 2 BS 2168 Pass 3 BS 2168 Pass 4 BS 2168 Pass 5 BS 2168 Pass 6 BS 2168 Pass 7 BS 2168 Pass 8 BS 2168 Pass 9 BS 2168 Pass 10 BS 2168 Pass 11 BS 2168 Pass 12 BS 2168 Pass 13 BS 2168 Pass 14 BS 2168 Pass 95 Highway 191, 350 ft South of Thomson Farms Rd 129.6 4.4 3.5 125.2 95 96 Highway 191, 250 ft South of Thomson Farms Rd 128.9 4.5 3.6 124.4 95 97 Highway 191, 150 ft South of Thomson Farms Rd 129.7 5.0 4.0 124.7 95 95 Highway 191, 75 ft South of Thomson Farms Rd 130.9 3.6 2.8 127.3 95 98 Highway 191, at intersection with Thomson Farms Rd 129.5 4.6 3.7 124.9 95 95 Highway 191, 100 ft North of Thomson Farms Rd 132.3 3.5 2.7 128.8 95 99 Highway 191, 200 ft North of Thomson Farms Rd 135.8 6.9 5.4 128.9 95 98 Highway 191, approximately 300 ft North of intersection with Thomson Farms Rd, tested in approximately 100 increments from North to South 135.3 5.6 4.3 129.7 95 98 Thomson Farms Rd, West to East, North side 134.8 4.0 3.1 130.8 95 100 Thomson Farms Rd, West to East, North side 136.8 7.8 6.0 129.0 95 96 Thomson Farms Rd, West to East, North side 136.7 7.4 5.7 129.3 95 99 Thomson Farms Rd, West to East, North side 131.9 6.6 5.3 125.3 95 97 Thomson Farms Rd, West to East, North side 131.7 6.7 5.4 125.0 95 95 Thomson Farms Rd, West end to East, tested in approximatley 100 ft increments, South side 130.6 2.9 2.3 127.7 95 17625 1389 624 Location Wet Density Pounds Moisture Percent Moisture Dry Density Required Compaction Percent Compaction Material Description: 3/4" Base Sieperts Pit 2168 131.0 Report of In-Place Soil Density Tests by Nuclear Gauge Method The Grove at Thomson Farms 10/09/20 Hill & Sons Excavating 19225 Louis Mendez-Nava Overcast Project: Job #: Inspector: Weather: Date: 11:00 AM 1:20 PM Inspector left job site. Inspector arrived on site to witness proof roll for a portion of the subgrade along Thomson farms Rd. Contractor supplied a full water truck and driver for the proof roll. Proof roll commenced at the West end of Thomson Farms Rd and commenced East and West in an overlapping pattern from the intersection with Highway 191 to the entrance between buildings 3 and 4. Inspector also witnessed proof roll for remaining North portion of Highway 191 to Stegelmeier Lane. No notable pumping or overly loose subgrade soils were noted for either of the areas. Witness ‐ Proof Roll The Grove at Thomson Farms 19225 Chad Bare Clear 10/13/20 Project:Date: Contractor:Job/Permit #: Inspector:Weather: Source: Proctor: 7.6 Gauge#/SN: DS: MS: Test Number Probe Depth Proctor Pass/Fail 1 BS 2167 Pass 2 BS 2167 Pass 3 BS 2167 Pass 4 BS 2167 PassHighway 191, 200 ft South of intersection with Stegelmeier Lane Highway 191, 100 ft South of intersection with Stegelmeier Lane Highway 191, at south side of intersection with Stegelmeier Lane Highway 191, From 100 ft North of Stegelmeier Lane to the South, tested in approximately 100 ft increments 98 139.7 7.4 5.6 132.3 95 98 138.9 6.6 5.0 132.3 95 98 140.6 6.7 5.0 133.9 95 99 135.2 2.9 2.2 132.3 95 17625 1374 625 Location Wet Density Pounds Moisture Percent Moisture Dry Density Required Compaction Percent Compaction Material Description: Pit Run Sieperts Pit 2167 135.2 Report of In-Place Soil Density Tests by Nuclear Gauge Method The Grove at Thomson Farms 10/14/20 Hill & Sons Excavating 19225 Louis Mendez-Nava Overcast Project:Date: Contractor:Job/Permit #: Inspector:Weather: Source: Proctor: 8.5 Gauge#/SN: DS: MS: Test Number Probe Depth Proctor Pass/Fail 1 BS 2168 Pass 2 BS 2168 Pass 3 BS 2168 Pass 4 BS 2168 Pass 5 BS 2168 Pass 6 BS 2168 Pass 7 BS 2168 Pass 8 BS 2168 Pass 9 BS 2168 Pass 10 BS 2168 Pass 11 BS 2168 Pass 12 BS 2168 Pass 13 BS 2168 Pass 14 BS 2168 Pass 15 BS 2168 Pass 16 BS 2168 Pass 96 Highway 191, North to South, 400 ft South of Stegelmeier Lane 131.9 2.8 2.2 129.1 95 99 Highway 191, North to South, 350 ft South of Stegelmeier Lane 129.7 3.9 3.1 125.8 95 98 Highway 191, North to South, 300 ft South of Stegelmeier Lane 129.8 3.6 2.9 126.2 95 96 Highway 191, North to South, 250 ft South of Stegelmeier Lane 131.7 3.7 2.9 128.0 95 97 Highway 191, North to South, 200 ft South of Stegelmeier Lane 131.4 3.9 3.1 127.5 95 97 Highway 191, North to South, 150 ft South of Stegelmeier Lane 130.8 3.3 2.6 127.5 95 96 Highway 191, North to South, Center of Stegelmeier Lane 129.5 3.0 2.4 126.5 95 97 Highway 191, North to South, South side of Stegelmeier Lane 128.9 2.7 2.1 126.2 95 96 Highway 191, North to South, South side of Stegelmeier Lane 129.4 2.4 1.9 127.0 95 97 Highway 191, North side of Stegelmeier Lane, North to South from Stegelmeier Lane in approximately 50 ft increments 128.1 2.6 2.1 125.5 95 95 Thomson Farm Rd, East to West, South side 131.8 2.0 1.5 129.8 95 99 Thomson Farm Rd, East to West, North side 129.6 4.7 3.8 124.9 95 98 Thomson Farm Rd, East to West, South side 129.6 3.5 2.8 126.1 95 96 Thomson Farm Rd, East to West, North side 131.8 3.2 2.5 128.6 95 100 Thomson Farm Rd, East to West, South side 133.3 3.2 2.5 130.1 95 99 Thomson Farm Rd, tested East to West in 100 ft increments, beginning at the East end of Phase 1, North side 134.7 3.8 2.9 130.9 95 17625 1389 614 Location Wet Density Pounds Moisture Percent Moisture Dry Density Required Compaction Percent Compaction Material Description: 3/4' Base Sieperts Pit 2168 131.0 Report of In-Place Soil Density Tests by Nuclear Gauge Method The Grove at Thomson Farms 10/20/20 Hill & Sons Excavating 19225 Louis Mendez-Nava Overcast Project:Date: Contractor:Job/Permit #: Inspector:Weather: Source: Marshall: Gauge#/SN: DS: 1382 MS: 628 Test Number Probe Depth 1BS 2BS 3BS 4BS 5BS 6BS 7BS 8BS 9BS 10 BS 11 BS 12 BS 13 BS 14 BS 15 BS 16 BS 17 BS 18 BS 19 BS 20 BS 21 BS 22 BS 23 BS 24 BS 25 BS Highway 191, East strip, paved south to north 136.9 92 Highway 191, East strip, paved south to north, Tground= 30˚F at 4:00pm 136.8 92 Highway 191, East strip, paved south to north 137.0 92 Highway 191, East strip, paved south to north 139.8 94 Highway 191, East strip, paved south to north 139.7 94 Highway 191, East strip, paved south to north 136.9 92 Highway 191, East strip, paved south to north, Tground= 35˚F at 3:30pm 137.1 92 Highway 191, East strip, paved south to north 139.6 94 Highway 191, East strip, paved south to north 137.7 93 Highway 191, West strip, paved south to north 136.8 92 Highway 191, West strip, paved south to north 141.0 95 Highway 191, West strip, paved south to north 138.2 93 Highway 191, West strip, paved south to north 138.7 93 Highway 191, West strip, paved south to north 140.0 94 Highway 191, West strip, paved south to north 143.1 96 Thomson Farms Rd, South strip, east to west 143.5 97 Thomson Farms Rd, South strip, east to west 137.6 93 Thomson Farms Rd, South strip, east to west 139.5 94 Thomson Farms Rd, South strip, east to west 138.4 93 Thomson Farms Rd, North strip, east to west 137.1 92 Thomson Farms Rd, South strip, east to west 141.0 95 Thomson Farms Rd, North strip, east to west 138.0 93 Thomson Farms Rd, North strip, east to west 137.3 92 Thomson Farms Rd, North strip, Inspector tested in increments of approximately 100ft from east to west 138.2 93 Thomson Farms Rd, North strip, east to west 137.7 93 10607 Location Asphalt Density Percent Compaction Louis Mendez-Nava Overcast/Windy Material Description: Asphalt mix HK Hot Plant 148.7 Report of In-Place Asphalt Density Tests by Nuclear Gauge Method The Grove at Thomson Farms 10/24/20 Headwaters/HK 19225 -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 2.50 1 10.9 115.4 118.5 lbs/ft^3 2 12.0 119.3 ASTM D‐4718, Correction 3 14.2 116.0 for Oversize Particles 4 15.5 113.8 126.6 lbs/ft^3 Sieve Percent Size Passing 6.0"100 3.0"93 2"86 1.5"80 1.0"74 3/4"74 1/2"69 3/8"64 #4 54 #8 43 #16 33 #30 19 #40 14 #50 10 #100 6 #200 2.5 Respectfully submitted, Reviewed By: Chad Bare Eagle Rock Engineering Lab Manager 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 12.7 % Method C Manual: Sample ID: Sand Equivalency: ASTM D2487 Classification Sample Preparation: Test Standard: 19225‐1 N/A XX Laboratory Compaction Charactoristics of Soil (ASTM D698/1557, AASHTO T‐99/180) South side sewer trench, Mixture of sandy loam and clay with sand and gravel 19225 ‐ The Grove at Thomson Farm 12‐May‐20 Source: Project: Date Obtained: Liquid Limit: 112.0 114.0 116.0 118.0 120.0 122.0 124.0 9.0 10.0 11.0 12.0 13.0 14.0 15.0 16.0 17.0 Dr y D e n s i t y Percent Moisture Proctor Curve -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 2.45 1 4.3 121.2 123.1 lbs/ft^3 2 6.4 123.5 ASTM D‐4718, Correction 3 8.7 120.5 for Oversize Particles 4 10.6 116.2 129.2 lbs/ft^3 Sieve Percent Size Passing 6.0"100 3.0"91 2"86 1.5"86 1.0"81 3/4"76 1/2"68 3/8"63 #4 51 #8 41 #16 28 #30 15 #40 9 #50 6 #100 2 #200 1.1 Respectfully submitted, Reviewed By: Chad Bare Eagle Rock Engineering Lab Manager 6.3 % ASTM D2487 Classification Liquid Limit: Sample Preparation:X Manual: X Test Standard:Method C Optimum % Moisture Date Obtained: 12‐May‐20 Sample ID: 19225‐2 Sand Equivalency: N/A 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: South side sewer trench, sand with gravel Project: 19225 ‐ The Grove at Thomson Farms Laboratory Compaction Charactoristics of Soil (ASTM D698/1557, AASHTO T‐99/180) 113.0 115.0 117.0 119.0 121.0 123.0 125.0 127.0 129.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 11.0 12.0 Dr y D e n s i t y Percent Moisture Proctor Curve Hill & Son Excavating 146 N 2300 E St.Anthony, ID 83445 -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 2.45 1 5.9 109.4 115.1 lbs/ft^3 2 7.4 114.7 ASTM D‐4718, Correction 3 9.5 113.5 for Oversize Particles 4 11.0 109.3 117.9 lbs/ft^3 Sieve Percent Size Passing 6.0"100 3.0"100 2"100 1.5"100 1.0"93 3/4"90 1/2"84 3/8"81 #4 76 #8 71 #16 65 #30 59 #40 50 #50 26 #100 10 #200 4.5 Respectfully submitted, Reviewed By: Chad Bare Eagle Rock Engineering Lab Manager 8.3 % ASTM D2487 Classification Liquid Limit: Sample Preparation:X Manual: X Test Standard:Method B Optimum % Moisture Sand Equivalency: N/A Source: Native, stockpile for sewer trench alongThomson Farm road east end near Builting 4 Project: 19225 ‐ The Grove at Thomson Farms Date Obtained: 28‐Jun‐20 Sample ID: 19225‐3 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: Laboratory Compaction Charactoristics of Soil (ASTM D698/1557, AASHTO T‐99/180) 105.0 107.0 109.0 111.0 113.0 115.0 117.0 5.0 6.0 7.0 8.0 9.0 10.0 11.0 12.0 Dr y D e n s i t y Percent Moisture Proctor Curve Hill & Son Excavating 146 N 2300 E St.Anthony, ID 83445 -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 2.40 1 17.9 101.7 103.3 lbs/ft^3 2 19.7 103.6 ASTM D‐4718, Correction 3 21.1 101.1 for Oversize Particles 4 22.7 96.4 108.1 lbs/ft^3 Sieve Percent Size Passing 6.0"100 3.0"100 2"100 1.5"97 1.0"88 3/4"86 1/2"83 3/8"83 #4 81 #8 64 #16 46 #30 35 #40 31 #50 27 #100 21 #200 11 Respectfully submitted,Reviewed By: Chad Bare Eagle Rock Engineering Lab Manager 19.5 % ASTM D2487 Classification Liquid Limit: Sample Preparation:X Manual: X Test Standard:Method B Optimum % Moisture Sand Equivalency: N/A Source: Native, stockpile for sewer trench alongThomson Farm road east end between building 4 and 6 Project: 19225 ‐ The Grove at Thomson Farms Date Obtained: 28‐Jun‐20 Sample ID: 19225‐3 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: Laboratory Compaction Charactoristics of Soil (ASTM D698/1557, AASHTO T‐99/180) 94.0 96.0 98.0 100.0 102.0 104.0 106.0 108.0 110.0 17.0 18.0 19.0 20.0 21.0 22.0 23.0 24.0 Dr y D e n s i t y Percent Moisture Proctor Curve