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Home My WebLink AboutBITUMINOUS DENSITY - Filed CT-CONCRETE TEST - (2)Test Results Test # Retest Of Test Date Test Location Material Mix Design Thickness (in) Max Density (pcf) Max Density Source In Place Density (pcf) Probe Depth (in) Percent Comp. Min/Max Comp. (%)Remark Gauge SN Technician 101 10/25/23 Asphalt Placement: Greenfields Dr. - southbound lane, south of roundabout, approximately 30 feet south of edge of concrete - outside turn lane, 4 feet from curb Top Lift 2 153.2 10-25-23 Mix 5473 Taft / Rice 145.6 Backscatter 95 92 / 96 A 3812 Matte, Ryan 102 11/01/23 Asphalt Placement: Aria Way - northbound lane, approximately 150 feet north of Sykes Dr. - center of lane Base Lift 1 2 155.1 11-1-23 5493 Taft / Rice 144.0 Backscatter 93 92 / 96 A 3812 Matte, Ryan 103 11/01/23 Asphalt Placement: Aria Way - northbound lane, approximately 350 feet north of Sykes Dr. - 3 feet from curb Base Lift 1 2 155.1 11-1-23 5493 Taft / Rice 143.2 Backscatter 92 92 / 96 A 3812 Matte, Ryan 104 11/01/23 Asphalt Placement: Aria Way - northbound lane, approximately 550 feet north of Sykes Dr. - 4 feet from centerline Base Lift 1 2 155.1 11-1-23 5493 Taft / Rice 144.3 Backscatter 93 92 / 96 A 3812 Matte, Ryan 105 11/01/23 Asphalt Placement: Aria Way - northbound lane, approximately 750 feet north of Sykes Dr. - center of lane Base Lift 1 2 155.1 11-1-23 5493 Taft / Rice 143.9 Backscatter 93 92 / 96 A 3812 Matte, Ryan 106 11/01/23 Asphalt Placement: Aria Way - northbound lane, approximately 950 feet north of Sykes Dr. - 2 feet from centerline Base Lift 1 2 155.1 11-1-23 5493 Taft / Rice 145.3 Backscatter 94 92 / 96 A 3812 Matte, Ryan 107 11/01/23 Asphalt Placement: Aria Way - northbound lane, approximately 1150 feet north of Sykes Dr. - center of lane Base Lift 1 2 155.1 11-1-23 5493 Taft / Rice 147.8 Backscatter 95 92 / 96 A 3812 Matte, Ryan This report presents opinions formed as a result of our observations of asphalt placement and the test results shown above. Test data are not the sole basis for opinions whether the asphalt meets project specifications. The contractor is responsible to apply necessary compaction effort to comply with project specifications. Our test results, observations and opinions do not constitute acceptance of the work. Page 1 of 16 Bituminous Density Test Method: ASTM D2950 Report Date: 02/16/2024 Report #: BNG-000002 Client: Hartford Homes Construction Timnath, CO 80547 4801 Goodman St Project: Bloom Filing 1 FC07733.001F-355 400 North Link Lane Fort Collins, CO 80524 Phone: 970-206-9455 Fort Collins Test Results Test # Retest Of Test Date Test Location Material Mix Design Thickness (in) Max Density (pcf) Max Density Source In Place Density (pcf) Probe Depth (in) Percent Comp. Min/Max Comp. (%)Remark Gauge SN Technician 108 11/01/23 Asphalt Placement: Aria Way - northbound lane, approximately 1350 feet north of Sykes Dr. - 4 feet from curb Base Lift 1 2 155.1 11-1-23 5493 Taft / Rice 143.7 Backscatter 93 92 / 96 A 3812 Matte, Ryan 109 11/01/23 Asphalt Placement: Aria Way - southbound lane, approximately 100 feet north of Sykes Dr. - center of lane Base Lift 1 2 155.1 11-1-23 5493 Taft / Rice 142.9 Backscatter 92 92 / 96 A 3812 Matte, Ryan 110 11/01/23 Asphalt Placement: Aria Way - southbound lane, approximately 300 feet north of Sykes Dr. - 2 feet from centerline Base Lift 1 2 155.1 11-1-23 5493 Taft / Rice 143.7 Backscatter 93 92 / 96 A 3812 Matte, Ryan 111 11/01/23 Asphalt Placement: Aria Way - southbound lane, approximately 500 feet north of Sykes Dr. - 4 feet from curb Base Lift 1 2 155.1 11-1-23 5493 Taft / Rice 143.1 Backscatter 92 92 / 96 A 3812 Matte, Ryan 112 11/01/23 Asphalt Placement: Aria Way - southbound lane, approximately 700 feet north of Sykes Dr. - 4 feet from centerline Base Lift 1 2 155.1 11-1-23 5493 Taft / Rice 143.0 Backscatter 92 92 / 96 A 3812 Matte, Ryan 113 11/01/23 Asphalt Placement: Aria Way - southbound lane, approximately 900 feet north of Sykes Dr. - center of lane Base Lift 1 2 155.1 11-1-23 5493 Taft / Rice 143.6 Backscatter 93 92 / 96 A 3812 Matte, Ryan 114 11/01/23 Asphalt Placement: Aria Way - southbound lane, approximately 1100 feet north of Sykes Dr. - 3 feet from curb Base Lift 1 2 155.1 11-1-23 5493 Taft / Rice 143.2 Backscatter 92 92 / 96 A 3812 Matte, Ryan This report presents opinions formed as a result of our observations of asphalt placement and the test results shown above. Test data are not the sole basis for opinions whether the asphalt meets project specifications. The contractor is responsible to apply necessary compaction effort to comply with project specifications. Our test results, observations and opinions do not constitute acceptance of the work. Page 2 of 16 Bituminous Density Test Method: ASTM D2950 Report Date: 02/16/2024 Report #: BNG-000002 Client: Hartford Homes Construction Timnath, CO 80547 4801 Goodman St Project: Bloom Filing 1 FC07733.001F-355 400 North Link Lane Fort Collins, CO 80524 Phone: 970-206-9455 Fort Collins Test Results Test # Retest Of Test Date Test Location Material Mix Design Thickness (in) Max Density (pcf) Max Density Source In Place Density (pcf) Probe Depth (in) Percent Comp. Min/Max Comp. (%)Remark Gauge SN Technician 115 11/01/23 Asphalt Placement: Aria Way - southbound lane, approximately 1300 feet north of Sykes Dr. - center of lane Base Lift 1 2 155.1 11-1-23 5493 Taft / Rice 144.0 Backscatter 93 92 / 96 A 3812 Matte, Ryan 116 11/01/23 Asphalt Placement: Tourmaline Pl. - eastbound lane, approximately 60 feet east of Whisperwind Ln. - 2 feet from curb Base Lift 1 2 155.1 11-1-23 5493 Taft / Rice 145.3 Backscatter 94 92 / 96 A 3812 Matte, Ryan 117 11/01/23 Asphalt Placement: Tourmaline Pl. - eastbound lane, approximately 260 feet east of Whisperwind Ln. - center of lane Base Lift 1 2 155.1 11-1-23 5493 Taft / Rice 143.8 Backscatter 93 92 / 96 A 3812 Matte, Ryan 118 11/01/23 Asphalt Placement: Tourmaline Pl. - westbound lane, approximately 110 feet east of Whisperwind Ln. - center of lane Base Lift 1 2 155.1 11-1-23 5493 Taft / Rice 143.7 Backscatter 93 92 / 96 A 3812 Matte, Ryan 119 11/01/23 Asphalt Placement: Tourmaline Pl. - westbound lane, approximately 310 feet east of Whisperwind Ln. - 3 feet from centerline Base Lift 1 2 155.1 11-1-23 5493 Taft / Rice 143.4 Backscatter 92 92 / 96 A 3812 Matte, Ryan 120 11/01/23 Asphalt Placement: Robud Farms Dr. - westbound lane, approximately 90 feet east of Whisperwind Ln. - 3 feet from curb Base Lift 1 2 155.1 11-1-23 5493 Taft / Rice 143.6 Backscatter 93 92 / 96 A 3812 Matte, Ryan This report presents opinions formed as a result of our observations of asphalt placement and the test results shown above. Test data are not the sole basis for opinions whether the asphalt meets project specifications. The contractor is responsible to apply necessary compaction effort to comply with project specifications. Our test results, observations and opinions do not constitute acceptance of the work. Page 3 of 16 Bituminous Density Test Method: ASTM D2950 Report Date: 02/16/2024 Report #: BNG-000002 Client: Hartford Homes Construction Timnath, CO 80547 4801 Goodman St Project: Bloom Filing 1 FC07733.001F-355 400 North Link Lane Fort Collins, CO 80524 Phone: 970-206-9455 Fort Collins Test Results Test # Retest Of Test Date Test Location Material Mix Design Thickness (in) Max Density (pcf) Max Density Source In Place Density (pcf) Probe Depth (in) Percent Comp. Min/Max Comp. (%)Remark Gauge SN Technician 121 11/01/23 Asphalt Placement: Robud Farms Dr. - westbound lane, approximately 290 feet east of Whisperwind Ln. - center of lane Base Lift 1 2 155.1 11-1-23 5493 Taft / Rice 143.5 Backscatter 93 92 / 96 A 3812 Matte, Ryan 122 11/01/23 Asphalt Placement: Robud Farms Dr. - westbound lane, approximately 450 feet east of Whisperwind Ln. - 3 feet from centerline Base Lift 1 2 155.1 11-1-23 5493 Taft / Rice 144.9 Backscatter 93 92 / 96 A 3812 Matte, Ryan 123 11/02/23 Asphalt Placement: Robud Farms Dr. - eastbound lane, approximately 50 feet west of Aria Way - center of lane Base Lift 1 2 155.4 11-2-23 Mix 5493 Taft / Rice 142.7 Backscatter 92 92 / 96 A 3812 Matte, Ryan 124 11/02/23 Asphalt Placement: Robud Farms Dr. - eastbound lane, approximately 250 feet west of Aria Way - 4 feet from centerline Base Lift 1 2 155.4 11-2-23 Mix 5493 Taft / Rice 142.9 Backscatter 92 92 / 96 A 3812 Matte, Ryan 125 11/02/23 Asphalt Placement: Robud Farms Dr. - eastbound lane, approximately 440 feet west of Aria Way - 3 feet from curb Base Lift 1 2 155.4 11-2-23 Mix 5493 Taft / Rice 143.7 Backscatter 92 92 / 96 A 3812 Matte, Ryan 126 11/02/23 Asphalt Placement: Conquest St. - eastbound lane, approximately 110 feet east of Whisperwind Ln. - 3 feet from curb Base Lift 1 2 155.4 11-2-23 Mix 5493 Taft / Rice 144.0 Backscatter 93 92 / 96 A 3812 Matte, Ryan This report presents opinions formed as a result of our observations of asphalt placement and the test results shown above. Test data are not the sole basis for opinions whether the asphalt meets project specifications. The contractor is responsible to apply necessary compaction effort to comply with project specifications. Our test results, observations and opinions do not constitute acceptance of the work. Page 4 of 16 Bituminous Density Test Method: ASTM D2950 Report Date: 02/16/2024 Report #: BNG-000002 Client: Hartford Homes Construction Timnath, CO 80547 4801 Goodman St Project: Bloom Filing 1 FC07733.001F-355 400 North Link Lane Fort Collins, CO 80524 Phone: 970-206-9455 Fort Collins Test Results Test # Retest Of Test Date Test Location Material Mix Design Thickness (in) Max Density (pcf) Max Density Source In Place Density (pcf) Probe Depth (in) Percent Comp. Min/Max Comp. (%)Remark Gauge SN Technician 127 11/02/23 Asphalt Placement: Conquest St. - eastbound lane, approximately 310 feet east of Whisperwind Ln. - 4 feet from curb Base Lift 1 2 155.4 11-2-23 Mix 5493 Taft / Rice 144.6 Backscatter 93 92 / 96 A 3812 Matte, Ryan 128 11/02/23 Asphalt Placement: Conquest St. - eastbound lane, approximately 450 feet east of Whisperwind Ln. - 4 feet from centerline Base Lift 1 2 155.4 11-2-23 Mix 5493 Taft / Rice 143.8 Backscatter 93 92 / 96 A 3812 Matte, Ryan 129 11/02/23 Asphalt Placement: Conquest St. - westbound lane, approximately 60 feet east of Whisperwind Ln. - 5 feet from curb Base Lift 1 2 155.4 11-2-23 Mix 5493 Taft / Rice 144.3 Backscatter 93 92 / 96 A 3812 Matte, Ryan 130 11/02/23 Asphalt Placement: Conquest St. - westbound lane, approximately 260 feet east of Whisperwind Ln. - center of lane Base Lift 1 2 155.4 11-2-23 Mix 5493 Taft / Rice 144.4 Backscatter 93 92 / 96 A 3812 Matte, Ryan 131 11/02/23 Asphalt Placement: Conquest St. - westbound lane, approximately 430 feet east of Whisperwind Ln. - 2 feet from centerline Base Lift 1 2 155.4 11-2-23 Mix 5493 Taft / Rice 144.6 Backscatter 93 92 / 96 A 3812 Matte, Ryan 132 11/06/23 Asphalt Placement: Aria Way - northbound lane, approximately 120 feet north of Sykes Dr. - 2 feet from curb Top Lift 2 153.9 11-6-23 Mix 5493 Taft / Rice 143.8 Backscatter 93 92 / 96 A 3812 Matte, Ryan This report presents opinions formed as a result of our observations of asphalt placement and the test results shown above. Test data are not the sole basis for opinions whether the asphalt meets project specifications. The contractor is responsible to apply necessary compaction effort to comply with project specifications. Our test results, observations and opinions do not constitute acceptance of the work. Page 5 of 16 Bituminous Density Test Method: ASTM D2950 Report Date: 02/16/2024 Report #: BNG-000002 Client: Hartford Homes Construction Timnath, CO 80547 4801 Goodman St Project: Bloom Filing 1 FC07733.001F-355 400 North Link Lane Fort Collins, CO 80524 Phone: 970-206-9455 Fort Collins Test Results Test # Retest Of Test Date Test Location Material Mix Design Thickness (in) Max Density (pcf) Max Density Source In Place Density (pcf) Probe Depth (in) Percent Comp. Min/Max Comp. (%)Remark Gauge SN Technician 133 11/06/23 Asphalt Placement: Aria Way - northbound lane, approximately 320 feet north of Sykes Dr. - center of lane Top Lift 2 153.9 11-6-23 Mix 5493 Taft / Rice 143.3 Backscatter 93 92 / 96 A 3812 Matte, Ryan 134 11/06/23 Asphalt Placement: Aria Way - northbound lane, approximately 520 feet north of Sykes Dr. - 3 feet from centerline Top Lift 2 153.9 11-6-23 Mix 5493 Taft / Rice 141.5 Backscatter 92 92 / 96 A 3812 Matte, Ryan 135 11/06/23 Asphalt Placement: Aria Way - northbound lane, approximately 720 feet north of Sykes Dr. - center of lane Top Lift 2 153.9 11-6-23 Mix 5493 Taft / Rice 143.6 Backscatter 93 92 / 96 A 3812 Matte, Ryan 136 11/06/23 Asphalt Placement: Aria Way - northbound lane, approximately 920 feet north of Sykes Dr. - 4 feet from curb Top Lift 2 153.9 11-6-23 Mix 5493 Taft / Rice 144.1 Backscatter 94 92 / 96 A 3812 Matte, Ryan 137 11/06/23 Asphalt Placement: Aria Way - northbound lane, approximately 1120 feet north of Sykes Dr. - 3 feet from centerline Top Lift 2 153.9 11-6-23 Mix 5493 Taft / Rice 143.9 Backscatter 94 92 / 96 A 3812 Matte, Ryan 138 11/06/23 Asphalt Placement: Aria Way - northbound lane, approximately 1320 feet north of Sykes Dr. - center of lane Top Lift 2 153.9 11-6-23 Mix 5493 Taft / Rice 147.3 Backscatter 96 92 / 96 A 3812 Matte, Ryan 139 11/06/23 Asphalt Placement: Aria Way - southbound lane, approximately 170 feet north of Sykes Dr. - center of lane Top Lift 2 153.9 11-6-23 Mix 5493 Taft / Rice 142.2 Backscatter 92 92 / 96 A 3812 Matte, Ryan This report presents opinions formed as a result of our observations of asphalt placement and the test results shown above. Test data are not the sole basis for opinions whether the asphalt meets project specifications. The contractor is responsible to apply necessary compaction effort to comply with project specifications. Our test results, observations and opinions do not constitute acceptance of the work. Page 6 of 16 Bituminous Density Test Method: ASTM D2950 Report Date: 02/16/2024 Report #: BNG-000002 Client: Hartford Homes Construction Timnath, CO 80547 4801 Goodman St Project: Bloom Filing 1 FC07733.001F-355 400 North Link Lane Fort Collins, CO 80524 Phone: 970-206-9455 Fort Collins Test Results Test # Retest Of Test Date Test Location Material Mix Design Thickness (in) Max Density (pcf) Max Density Source In Place Density (pcf) Probe Depth (in) Percent Comp. Min/Max Comp. (%)Remark Gauge SN Technician 140 11/06/23 Asphalt Placement: Aria Way - southbound lane, approximately 370 feet north of Sykes Dr. - 3 feet from curb Top Lift 2 153.9 11-6-23 Mix 5493 Taft / Rice 143.4 Backscatter 93 92 / 96 A 3812 Matte, Ryan 141 11/06/23 Asphalt Placement: Aria Way - southbound lane, approximately 570 feet north of Sykes Dr. - 3 feet from centerline Top Lift 2 153.9 11-6-23 Mix 5493 Taft / Rice 145.5 Backscatter 95 92 / 96 A 3812 Matte, Ryan 142 11/06/23 Asphalt Placement: Aria Way - southbound lane, approximately 770 feet north of Sykes Dr. - center of lane Top Lift 2 153.9 11-6-23 Mix 5493 Taft / Rice 143.2 Backscatter 93 92 / 96 A 3812 Matte, Ryan 143 11/06/23 Asphalt Placement: Aria Way - southbound lane, approximately 970 feet north of Sykes Dr. - 4 feet from centerline Top Lift 2 153.9 11-6-23 Mix 5493 Taft / Rice 144.2 Backscatter 94 92 / 96 A 3812 Matte, Ryan 144 11/06/23 Asphalt Placement: Aria Way - southbound lane, approximately 1170 feet north of Sykes Dr. - 3 feet from curb Top Lift 2 153.9 11-6-23 Mix 5493 Taft / Rice 146.1 Backscatter 95 92 / 96 A 3812 Matte, Ryan 145 11/06/23 Asphalt Placement: Aria Way - southbound lane, approximately 1370 feet north of Sykes Dr. - center of lane Top Lift 2 153.9 11-6-23 Mix 5493 Taft / Rice 147.4 Backscatter 96 92 / 96 A 3812 Matte, Ryan 146 11/06/23 Asphalt Placement: Tourmaline Pl. - westbound lane, approximately 50 feet east of Whisperwind Ln. - 4 feet from curb Top Lift 2 153.9 11-6-23 Mix 5493 Taft / Rice 143.0 Backscatter 93 92 / 96 A 3812 Matte, Ryan This report presents opinions formed as a result of our observations of asphalt placement and the test results shown above. Test data are not the sole basis for opinions whether the asphalt meets project specifications. The contractor is responsible to apply necessary compaction effort to comply with project specifications. Our test results, observations and opinions do not constitute acceptance of the work. Page 7 of 16 Bituminous Density Test Method: ASTM D2950 Report Date: 02/16/2024 Report #: BNG-000002 Client: Hartford Homes Construction Timnath, CO 80547 4801 Goodman St Project: Bloom Filing 1 FC07733.001F-355 400 North Link Lane Fort Collins, CO 80524 Phone: 970-206-9455 Fort Collins Test Results Test # Retest Of Test Date Test Location Material Mix Design Thickness (in) Max Density (pcf) Max Density Source In Place Density (pcf) Probe Depth (in) Percent Comp. Min/Max Comp. (%)Remark Gauge SN Technician 147 11/06/23 Asphalt Placement: Tourmaline Pl. - westbound lane, approximately 250 feet east of Whisperwind Ln. - center of lane Top Lift 2 153.9 11-6-23 Mix 5493 Taft / Rice 143.1 Backscatter 93 92 / 96 A 3812 Matte, Ryan 148 11/06/23 Asphalt Placement: Tourmaline Pl. - eastbound lane, approximately 100 feet east of Whisperwind Ln. - 2 feet from centerline Top Lift 2 153.9 11-6-23 Mix 5493 Taft / Rice 145.3 Backscatter 94 92 / 96 A 3812 Matte, Ryan 149 11/06/23 Asphalt Placement: Tourmaline Pl. - eastbound lane, approximately 300 feet east of Whisperwind Ln. - center of lane Top Lift 2 153.9 11-6-23 Mix 5493 Taft / Rice 143.4 Backscatter 93 92 / 96 A 3812 Matte, Ryan 150 11/06/23 Asphalt Placement: Robud Farms Dr. - eastbound lane, approximately 110 feet west of Aria Way - center of lane Top Lift 2 153.9 11-6-23 Mix 5493 Taft / Rice 142.9 Backscatter 93 92 / 96 A 3812 Matte, Ryan 151 11/06/23 Asphalt Placement: Robud Farms Dr. - eastbound lane, approximately 310 feet west of Aria Way - 2 feet from curb Top Lift 2 153.9 11-6-23 Mix 5493 Taft / Rice 142.5 Backscatter 93 92 / 96 A 3812 Matte, Ryan 152 11/06/23 Asphalt Placement: Robud Farms Dr. - eastbound lane, approximately 460 feet west of Aria Way - center of lane Top Lift 2 153.9 11-6-23 Mix 5493 Taft / Rice 143.8 Backscatter 93 92 / 96 A 3812 Matte, Ryan This report presents opinions formed as a result of our observations of asphalt placement and the test results shown above. Test data are not the sole basis for opinions whether the asphalt meets project specifications. The contractor is responsible to apply necessary compaction effort to comply with project specifications. Our test results, observations and opinions do not constitute acceptance of the work. Page 8 of 16 Bituminous Density Test Method: ASTM D2950 Report Date: 02/16/2024 Report #: BNG-000002 Client: Hartford Homes Construction Timnath, CO 80547 4801 Goodman St Project: Bloom Filing 1 FC07733.001F-355 400 North Link Lane Fort Collins, CO 80524 Phone: 970-206-9455 Fort Collins Test Results Test # Retest Of Test Date Test Location Material Mix Design Thickness (in) Max Density (pcf) Max Density Source In Place Density (pcf) Probe Depth (in) Percent Comp. Min/Max Comp. (%)Remark Gauge SN Technician 153 11/06/23 Asphalt Placement: Robud Farms Dr. - westbound lane, approximately 60 feet west of Aria Way - 2 feet from centerline Top Lift 2 153.9 11-6-23 Mix 5493 Taft / Rice 142.7 Backscatter 93 92 / 96 A 3812 Matte, Ryan 154 11/06/23 Asphalt Placement: Robud Farms Dr. - westbound lane, approximately 260 feet west of Aria Way - 3 feet from curb Top Lift 2 153.9 11-6-23 Mix 5493 Taft / Rice 142.4 Backscatter 93 92 / 96 A 3812 Matte, Ryan 155 11/06/23 Asphalt Placement: Robud Farms Dr. - westbound lane, approximately 440 feet west of Aria Way - center of lane Top Lift 2 153.9 11-6-23 Mix 5493 Taft / Rice 143.5 Backscatter 93 92 / 96 A 3812 Matte, Ryan 156 11/06/23 Asphalt Placement: Conquest St. - eastbound lane, approximately 95 feet east Whisperwind Ln. - center of lane Top Lift 2 153.9 11-6-23 Mix 5493 Taft / Rice 142.1 Backscatter 92 92 / 96 A 3812 Matte, Ryan 157 11/06/23 Asphalt Placement: Conquest St. - eastbound lane, approximately 295 feet east Whisperwind Ln. - 4 feet from curb Top Lift 2 153.9 11-6-23 Mix 5493 Taft / Rice 143.4 Backscatter 93 92 / 96 A 3812 Matte, Ryan 158 11/06/23 Asphalt Placement: Conquest St. - eastbound lane, approximately 450 feet east Whisperwind Ln. - 4 feet from centerline Top Lift 2 153.9 11-6-23 Mix 5493 Taft / Rice 143.8 Backscatter 93 92 / 96 A 3812 Matte, Ryan This report presents opinions formed as a result of our observations of asphalt placement and the test results shown above. Test data are not the sole basis for opinions whether the asphalt meets project specifications. The contractor is responsible to apply necessary compaction effort to comply with project specifications. Our test results, observations and opinions do not constitute acceptance of the work. Page 9 of 16 Bituminous Density Test Method: ASTM D2950 Report Date: 02/16/2024 Report #: BNG-000002 Client: Hartford Homes Construction Timnath, CO 80547 4801 Goodman St Project: Bloom Filing 1 FC07733.001F-355 400 North Link Lane Fort Collins, CO 80524 Phone: 970-206-9455 Fort Collins Test Results Test # Retest Of Test Date Test Location Material Mix Design Thickness (in) Max Density (pcf) Max Density Source In Place Density (pcf) Probe Depth (in) Percent Comp. Min/Max Comp. (%)Remark Gauge SN Technician 159 11/06/23 Asphalt Placement: Conquest St. - westbound lane, approximately 45 feet east Whisperwind Ln. - 4 feet from curb Top Lift 2 153.9 11-6-23 Mix 5493 Taft / Rice 142.7 Backscatter 93 92 / 96 A 3812 Matte, Ryan 160 11/06/23 Asphalt Placement: Conquest St. - westbound lane, approximately 245 feet east Whisperwind Ln. - center of lane Top Lift 2 153.9 11-6-23 Mix 5493 Taft / Rice 143.0 Backscatter 93 92 / 96 A 3812 Matte, Ryan 161 11/06/23 Asphalt Placement: Conquest St. - westbound lane, approximately 400 feet east Whisperwind Ln. - 2 feet from centerline Top Lift 2 153.9 11-6-23 Mix 5493 Taft / Rice 143.2 Backscatter 93 92 / 96 A 3812 Matte, Ryan 162 11/15/23 Asphalt Placement: Southbound outside paving lane of Greenfields Dr, 275' north of roundabout Top Lift 2 153.9 11-15-23 Mix 5473 Taft / Rice 142.9 Backscatter 93 92 / 96 A 63046 Sanger, Jason 163 11/15/23 Asphalt Placement: Southbound outside paving lane of Greenfields Dr, 655' north of roundabout Top Lift 2 153.9 11-15-23 Mix 5473 Taft / Rice 142.8 Backscatter 93 92 / 96 A 63046 Sanger, Jason 164 11/15/23 Asphalt Placement: Southbound outside paving lane of Greenfields Dr, 1090' north of roundabout Top Lift 2 153.9 11-15-23 Mix 5473 Taft / Rice 143.2 Backscatter 93 92 / 96 A 63046 Sanger, Jason 165 11/15/23 Asphalt Placement: Southbound outside paving lane of Greenfields Dr, 1140' north of roundabout Top Lift 2 153.9 11-15-23 Mix 5473 Taft / Rice 142.1 Backscatter 92 92 / 96 A 63046 Sanger, Jason This report presents opinions formed as a result of our observations of asphalt placement and the test results shown above. Test data are not the sole basis for opinions whether the asphalt meets project specifications. The contractor is responsible to apply necessary compaction effort to comply with project specifications. Our test results, observations and opinions do not constitute acceptance of the work. Page 10 of 16 Bituminous Density Test Method: ASTM D2950 Report Date: 02/16/2024 Report #: BNG-000002 Client: Hartford Homes Construction Timnath, CO 80547 4801 Goodman St Project: Bloom Filing 1 FC07733.001F-355 400 North Link Lane Fort Collins, CO 80524 Phone: 970-206-9455 Fort Collins Test Results Test # Retest Of Test Date Test Location Material Mix Design Thickness (in) Max Density (pcf) Max Density Source In Place Density (pcf) Probe Depth (in) Percent Comp. Min/Max Comp. (%)Remark Gauge SN Technician 166 11/15/23 Asphalt Placement: Southbound outside paving lane of Greenfields Dr, 1480' north of roundabout Top Lift 2 153.9 11-15-23 Mix 5473 Taft / Rice 143.1 Backscatter 93 92 / 96 A 63046 Sanger, Jason 167 11/15/23 Asphalt Placement: Southbound outside paving lane of Greenfields Dr, 1700' north of roundabout Top Lift 2 153.9 11-15-23 Mix 5473 Taft / Rice 143.0 Backscatter 93 92 / 96 A 63046 Sanger, Jason 168 11/15/23 Asphalt Placement: Southbound inside paving lane of Greenfields Dr, 250' north of roundabout Top Lift 2 153.9 11-15-23 Mix 5473 Taft / Rice 142.0 Backscatter 92 92 / 96 A 63046 Sanger, Jason 169 11/15/23 Asphalt Placement: Southbound inside paving lane of Greenfields Dr, 680' north of roundabout Top Lift 2 153.9 11-15-23 Mix 5473 Taft / Rice 142.7 Backscatter 93 92 / 96 A 63046 Sanger, Jason 170 11/15/23 Asphalt Placement: Southbound inside paving lane of Greenfields Dr, 1140' north of roundabout Top Lift 2 153.9 11-15-23 Mix 5473 Taft / Rice 143.7 Backscatter 93 92 / 96 A 63046 Sanger, Jason 171 11/15/23 Asphalt Placement: Southbound inside paving lane of Greenfields Dr, 1620' north of roundabout Top Lift 2 153.9 11-15-23 Mix 5473 Taft / Rice 142.4 Backscatter 93 92 / 96 A 63046 Sanger, Jason 172 11/15/23 Asphalt Placement: Northbound outside paving lane of Greenfields Dr, 1650' north of roundabout Top Lift 2 153.9 11-15-23 Mix 5473 Taft / Rice 141.9 Backscatter 92 92 / 96 A 63046 Sanger, Jason This report presents opinions formed as a result of our observations of asphalt placement and the test results shown above. Test data are not the sole basis for opinions whether the asphalt meets project specifications. The contractor is responsible to apply necessary compaction effort to comply with project specifications. Our test results, observations and opinions do not constitute acceptance of the work. Page 11 of 16 Bituminous Density Test Method: ASTM D2950 Report Date: 02/16/2024 Report #: BNG-000002 Client: Hartford Homes Construction Timnath, CO 80547 4801 Goodman St Project: Bloom Filing 1 FC07733.001F-355 400 North Link Lane Fort Collins, CO 80524 Phone: 970-206-9455 Fort Collins Test Results Test # Retest Of Test Date Test Location Material Mix Design Thickness (in) Max Density (pcf) Max Density Source In Place Density (pcf) Probe Depth (in) Percent Comp. Min/Max Comp. (%)Remark Gauge SN Technician 173 11/15/23 Asphalt Placement: Northbound outside paving lane of Greenfields Dr, 1180' north of roundabout Top Lift 2 153.9 11-15-23 Mix 5473 Taft / Rice 143.0 Backscatter 93 92 / 96 A 63046 Sanger, Jason 174 11/15/23 Asphalt Placement: Northbound outside paving lane of Greenfields Dr, 700' north of roundabout Top Lift 2 153.9 11-15-23 Mix 5473 Taft / Rice 142.0 Backscatter 92 92 / 96 A 63046 Sanger, Jason 175 11/15/23 Asphalt Placement: Northbound outside paving lane of Greenfields Dr, 285' north of roundabout Top Lift 2 153.9 11-15-23 Mix 5473 Taft / Rice 142.6 Backscatter 93 92 / 96 A 63046 Sanger, Jason 176 11/15/23 Asphalt Placement: Northbound inside paving lane of Greenfields Dr, 285' north of roundabout Top Lift 2 153.9 11-15-23 Mix 5473 Taft / Rice 142.5 Backscatter 93 92 / 96 A 63046 Sanger, Jason 177 11/15/23 Asphalt Placement: Northbound inside paving lane of Greenfields Dr, 615' north of roundabout Top Lift 2 153.9 11-15-23 Mix 5473 Taft / Rice 143.1 Backscatter 93 92 / 96 A 63046 Sanger, Jason 178 11/15/23 Asphalt Placement: Northbound inside paving lane of Greenfields Dr, 1150' north of roundabout Top Lift 2 153.9 11-15-23 Mix 5473 Taft / Rice 143.3 Backscatter 93 92 / 96 A 63046 Sanger, Jason 179 11/15/23 Asphalt Placement: Northbound inside paving lane of Greenfields Dr, 1460' north of roundabout Top Lift 2 153.9 11-15-23 Mix 5473 Taft / Rice 142.6 Backscatter 93 92 / 96 A 63046 Sanger, Jason This report presents opinions formed as a result of our observations of asphalt placement and the test results shown above. Test data are not the sole basis for opinions whether the asphalt meets project specifications. The contractor is responsible to apply necessary compaction effort to comply with project specifications. Our test results, observations and opinions do not constitute acceptance of the work. Page 12 of 16 Bituminous Density Test Method: ASTM D2950 Report Date: 02/16/2024 Report #: BNG-000002 Client: Hartford Homes Construction Timnath, CO 80547 4801 Goodman St Project: Bloom Filing 1 FC07733.001F-355 400 North Link Lane Fort Collins, CO 80524 Phone: 970-206-9455 Fort Collins Test Results Test # Retest Of Test Date Test Location Material Mix Design Thickness (in) Max Density (pcf) Max Density Source In Place Density (pcf) Probe Depth (in) Percent Comp. Min/Max Comp. (%)Remark Gauge SN Technician 180 11/15/23 Asphalt Placement: Northbound inside paving lane of Greenfields Dr, 1750' north of roundabout Top Lift 2 153.9 11-15-23 Mix 5473 Taft / Rice 142.9 Backscatter 93 92 / 96 A 63046 Sanger, Jason 181 12/04/23 Asphalt Placement: Sykes Dr. - westbound lane, intersection of Delozier Rd. - 4 feet from centerline Base Lift 1 3 155.4 12-4-23 Mix 5493 Taft / Rice 142.2 Backscatter 92 92 / 96 A 3812 Matte, Ryan 182 12/04/23 Asphalt Placement: Sykes Dr. - westbound lane, approximately 200 feet east of Delozier Rd. - 4 feet from curb Base Lift 1 3 155.4 12-4-23 Mix 5493 Taft / Rice 143.5 Backscatter 92 92 / 96 A 3812 Matte, Ryan 183 12/04/23 Asphalt Placement: Sykes Dr. - westbound lane, approximately 400 feet east of Delozier Rd. - center of lane Base Lift 1 3 155.4 12-4-23 Mix 5493 Taft / Rice 144.7 Backscatter 93 92 / 96 A 3812 Matte, Ryan 184 12/04/23 Asphalt Placement: Sykes Dr. - westbound lane, approximately 600 feet east of Delozier Rd. - 7 feet from curb Base Lift 1 3 155.4 12-4-23 Mix 5493 Taft / Rice 144.4 Backscatter 93 92 / 96 A 3812 Matte, Ryan 185 12/04/23 Asphalt Placement: Sykes Dr. - westbound lane, approximately 800 feet east of Delozier Rd. - center of lane Base Lift 1 3 155.4 12-4-23 Mix 5493 Taft / Rice 143.8 Backscatter 93 92 / 96 A 3812 Matte, Ryan 186 12/04/23 Asphalt Placement: Sykes Dr. - westbound lane, approximately 1000 feet east of Delozier Rd. - 3 feet from center line Base Lift 1 3 155.4 12-4-23 Mix 5493 Taft / Rice 143.7 Backscatter 92 92 / 96 A 3812 Matte, Ryan This report presents opinions formed as a result of our observations of asphalt placement and the test results shown above. Test data are not the sole basis for opinions whether the asphalt meets project specifications. The contractor is responsible to apply necessary compaction effort to comply with project specifications. Our test results, observations and opinions do not constitute acceptance of the work. Page 13 of 16 Bituminous Density Test Method: ASTM D2950 Report Date: 02/16/2024 Report #: BNG-000002 Client: Hartford Homes Construction Timnath, CO 80547 4801 Goodman St Project: Bloom Filing 1 FC07733.001F-355 400 North Link Lane Fort Collins, CO 80524 Phone: 970-206-9455 Fort Collins Test Results Test # Retest Of Test Date Test Location Material Mix Design Thickness (in) Max Density (pcf) Max Density Source In Place Density (pcf) Probe Depth (in) Percent Comp. Min/Max Comp. (%)Remark Gauge SN Technician 187 12/04/23 Asphalt Placement: Sykes Dr. - westbound lane, approximately 1200 feet east of Delozier Rd. - 9 feet from curb Base Lift 1 3 155.4 12-4-23 Mix 5493 Taft / Rice 143.6 Backscatter 92 92 / 96 A 3812 Matte, Ryan 188 12/04/23 Asphalt Placement: Sykes Dr. - westbound lane, approximately 1350 feet east of Delozier Rd. - 8 feet from centerline Base Lift 1 3 155.4 12-4-23 Mix 5493 Taft / Rice 144.2 Backscatter 93 92 / 96 A 3812 Matte, Ryan 189 12/04/23 Asphalt Placement: Sykes Dr. - eastbound lane, approximately 100 feet east of Delozier Rd. - 4 feet from curb Base Lift 1 3 155.4 12-4-23 Mix 5493 Taft / Rice 144.7 Backscatter 93 92 / 96 A 3812 Matte, Ryan 190 12/04/23 Asphalt Placement: Sykes Dr. - eastbound lane, approximately 300 feet east of Delozier Rd. - center of lane Base Lift 1 3 155.4 12-4-23 Mix 5493 Taft / Rice 144.3 Backscatter 93 92 / 96 A 3812 Matte, Ryan 191 12/04/23 Asphalt Placement: Sykes Dr. - eastbound lane, approximately 500 feet east of Delozier Rd. - 5 feet from curb Base Lift 1 3 155.4 12-4-23 Mix 5493 Taft / Rice 143.5 Backscatter 92 92 / 96 A 3812 Matte, Ryan 192 12/04/23 Asphalt Placement: Sykes Dr. - eastbound lane, approximately 700 feet east of Delozier Rd. (intersection of Aria Way) - 5 feet from centerline Base Lift 1 3 155.4 12-4-23 Mix 5493 Taft / Rice 145.3 Backscatter 94 92 / 96 A 3812 Matte, Ryan 193 12/04/23 Asphalt Placement: Sykes Dr. - eastbound lane, approximately 900 feet east of Delozier Rd. - 8 feet from curb Base Lift 1 3 155.4 12-4-23 Mix 5493 Taft / Rice 143.2 Backscatter 92 92 / 96 A 3812 Matte, Ryan This report presents opinions formed as a result of our observations of asphalt placement and the test results shown above. Test data are not the sole basis for opinions whether the asphalt meets project specifications. The contractor is responsible to apply necessary compaction effort to comply with project specifications. Our test results, observations and opinions do not constitute acceptance of the work. Page 14 of 16 Bituminous Density Test Method: ASTM D2950 Report Date: 02/16/2024 Report #: BNG-000002 Client: Hartford Homes Construction Timnath, CO 80547 4801 Goodman St Project: Bloom Filing 1 FC07733.001F-355 400 North Link Lane Fort Collins, CO 80524 Phone: 970-206-9455 Fort Collins Test Results Test # Retest Of Test Date Test Location Material Mix Design Thickness (in) Max Density (pcf) Max Density Source In Place Density (pcf) Probe Depth (in) Percent Comp. Min/Max Comp. (%)Remark Gauge SN Technician 194 12/04/23 Asphalt Placement: Sykes Dr. - eastbound lane, approximately 1100 feet east of Delozier Rd. - 7 feet from curb Base Lift 1 3 155.4 12-4-23 Mix 5493 Taft / Rice 143.2 Backscatter 92 92 / 96 A 3812 Matte, Ryan 195 12/04/23 Asphalt Placement: Sykes Dr. - eastbound lane, approximately 1300 feet east of Delozier Rd. - 2 feet from curb Base Lift 1 3 155.4 12-4-23 Mix 5493 Taft / Rice 143.8 Backscatter 93 92 / 96 A 3812 Matte, Ryan 196 12/05/23 Asphalt Placement: Sykes Dr. - eastbound lane, approximately 1100 feet east of Delozier Rd. - 3 feet from centerline Base Lift 1 3 155.8 12-5-23 Mix 5493 Taft / Rice 144.5 Backscatter 93 92 / 96 A 3812 Matte, Ryan 197 12/05/23 Asphalt Placement: Sykes Dr. - eastbound lane, approximately 1300 feet east of Delozier Rd. - 9 feet from centerline Base Lift 1 3 155.8 12-5-23 Mix 5493 Taft / Rice 143.3 Backscatter 92 92 / 96 A 3812 Matte, Ryan 198 12/05/23 Asphalt Placement: Greenfields Dr. - southbound lane, intersection of Sykes Dr. - center of lane Base Lift 1 3 155.8 12-5-23 Mix 5493 Taft / Rice 144.7 Backscatter 93 92 / 96 A 3812 Matte, Ryan 199 12/05/23 Asphalt Placement: Greenfields Dr. - southbound lane, approximately 200 feet south of Sykes Dr. - 3 feet from centerline Base Lift 1 3 155.8 12-5-23 Mix 5493 Taft / Rice 143.8 Backscatter 92 92 / 96 A 3812 Matte, Ryan This report presents opinions formed as a result of our observations of asphalt placement and the test results shown above. Test data are not the sole basis for opinions whether the asphalt meets project specifications. The contractor is responsible to apply necessary compaction effort to comply with project specifications. Our test results, observations and opinions do not constitute acceptance of the work. Page 15 of 16 Bituminous Density Test Method: ASTM D2950 Report Date: 02/16/2024 Report #: BNG-000002 Client: Hartford Homes Construction Timnath, CO 80547 4801 Goodman St Project: Bloom Filing 1 FC07733.001F-355 400 North Link Lane Fort Collins, CO 80524 Phone: 970-206-9455 Fort Collins Test Results Test # Retest Of Test Date Test Location Material Mix Design Thickness (in) Max Density (pcf) Max Density Source In Place Density (pcf) Probe Depth (in) Percent Comp. Min/Max Comp. (%)Remark Gauge SN Technician 200 12/05/23 Asphalt Placement: Greenfields Dr. - southbound lane, approximately 400 feet south of Sykes Dr. - 3 feet from curb Base Lift 1 3 155.8 12-5-23 Mix 5493 Taft / Rice 144.2 Backscatter 93 92 / 96 A 3812 Matte, Ryan Gauge Information Gauge SN Make Model Density Count Moisture Count Standard Count Date Last Calibration Date Last Calibrated By 3812 XPLORER 3500 2435 693 10/25/23 07/18/19 Instrotek 3812 XPLORER 3500 2453 687 11/01/23 07/18/19 Instrotek 3812 XPLORER 3500 2415 699 11/02/23 07/18/19 Instrotek 3812 XPLORER 3500 2456 691 11/06/23 07/18/19 Instrotek 3812 XPLORER 3500 2414 694 12/04/23 07/18/19 Instrotek 3812 XPLORER 3500 2446 702 12/05/23 07/18/19 Instrotek 63046 TROXLER 3430 1932 644 11/15/23 Remarks A: Test results comply with specifications. Comments Tests are "Direct Transmission" (Method A) unless probe depth is noted as "Backscatter" This report presents opinions formed as a result of our observations of asphalt placement and the test results shown above. Test data are not the sole basis for opinions whether the asphalt meets project specifications. The contractor is responsible to apply necessary compaction effort to comply with project specifications. Our test results, observations and opinions do not constitute acceptance of the work. Page 16 of 16 Bituminous Density Test Method: ASTM D2950 Report Date: 02/16/2024 Report #: BNG-000002 Client: Hartford Homes Construction Timnath, CO 80547 4801 Goodman St Project: Bloom Filing 1 FC07733.001F-355 400 North Link Lane Fort Collins, CO 80524 Phone: 970-206-9455 Fort Collins