HomeMy WebLinkAboutBITUMINOUS DENSITY - Filed CT-CONCRETE TEST - (3)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
1 10/09/23 Asphalt Placement:
Whisperwind Ln. -
northbound lane,
approximately 60 feet
north of Conquest St. -
center of lane
Base Lift 1 2 154.3 10-9-23
Mix 5493
Taft /
Rice
143.0 Backscatter 93 92 / 96 A 3812 Matte, Ryan
2 10/09/23 Asphalt Placement:
Whisperwind Ln. -
northbound lane,
approximately 260 feet
north of Conquest St. -
3 feet from centerline
Base Lift 1 2 154.3 10-9-23
Mix 5493
Taft /
Rice
142.2 Backscatter 92 92 / 96 A 3812 Matte, Ryan
3 10/09/23 Asphalt Placement:
Whisperwind Ln. -
northbound lane,
approximately 460 feet
north of Conquest St. -
3 feet from curb
Base Lift 1 2 154.3 10-9-23
Mix 5493
Taft /
Rice
144.5 Backscatter 94 92 / 96 A 3812 Matte, Ryan
4 10/09/23 Asphalt Placement:
Whisperwind Ln. -
northbound lane,
approximately 660 feet
north of Conquest St. -
4 feet from centerline
Base Lift 1 2 154.3 10-9-23
Mix 5493
Taft /
Rice
143.9 Backscatter 93 92 / 96 A 3812 Matte, Ryan
5 10/09/23 Asphalt Placement:
Whisperwind Ln. -
northbound lane,
approximately 860 feet
north of Conquest St. -
center of lane
Base Lift 1 2 154.3 10-9-23
Mix 5493
Taft /
Rice
143.3 Backscatter 93 92 / 96 A 3812 Matte, Ryan
6 10/09/23 Asphalt Placement:
Whisperwind Ln. -
southbound lane,
approximately 75 feet
north of Conquest St. -
center of lane
Base Lift 1 2 154.3 10-9-23
Mix 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 1 of 20
Bituminous Density
Test Method: ASTM D2950
Report Date: 02/16/2024
Report #: BNG-000001
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
7 10/09/23 Asphalt Placement:
Whisperwind Ln. -
southbound lane,
approximately 275 feet
north of Conquest St. -
3 feet from curb
Base Lift 1 2 154.3 10-9-23
Mix 5493
Taft /
Rice
143.4 Backscatter 93 92 / 96 A 3812 Matte, Ryan
8 10/09/23 Asphalt Placement:
Whisperwind Ln. -
southbound lane,
approximately 475 feet
north of Conquest St. -
3 feet from centerline
Base Lift 1 2 154.3 10-9-23
Mix 5493
Taft /
Rice
142.0 Backscatter 92 92 / 96 A 3812 Matte, Ryan
9 10/09/23 Asphalt Placement:
Whisperwind Ln. -
southbound lane,
approximately 675 feet
north of Conquest St. -
4 feet from curb
Base Lift 1 2 154.3 10-9-23
Mix 5493
Taft /
Rice
142.8 Backscatter 93 92 / 96 A 3812 Matte, Ryan
10 10/09/23 Asphalt Placement:
Whisperwind Ln. -
southbound lane,
approximately 875 feet
north of Conquest St. -
4 feet from curb
Base Lift 1 2 154.3 10-9-23
Mix 5493
Taft /
Rice
143.5 Backscatter 93 92 / 96 A 3812 Matte, Ryan
11 10/09/23 Asphalt Placement:
Barnstormer St. -
westbound lane,
adjacent to Lot 2 Block
1 - center of lane
Base Lift 1 2 154.3 10-9-23
Mix 5493
Taft /
Rice
142.2 Backscatter 92 92 / 96 A 3812 Matte, Ryan
12 10/09/23 Asphalt Placement:
Barnstormer St. -
eastbound lane,
adjacent to Lot 1 Block
2 - center of lane
Base Lift 1 2 154.3 10-9-23
Mix 5493
Taft /
Rice
142.8 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 2 of 20
Bituminous Density
Test Method: ASTM D2950
Report Date: 02/16/2024
Report #: BNG-000001
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
13 10/09/23 Asphalt Placement:
Conquest St. -
westbound lane,
approximately 30 feet
west of Whisperwind Ln.
- center of lane
Base Lift 1 2 154.3 10-9-23
Mix 5493
Taft /
Rice
143.6 Backscatter 93 92 / 96 A 3812 Matte, Ryan
14 10/09/23 Asphalt Placement:
Conquest St. -
westbound lane,
approximately 140 feet
west of Whisperwind Ln.
- 3 feet from centerline
Base Lift 1 2 154.3 10-9-23
Mix 5493
Taft /
Rice
143.3 Backscatter 93 92 / 96 A 3812 Matte, Ryan
15 10/09/23 Asphalt Placement:
Conquest St. -
eastbound lane,
intersection of
Whisperwind Ln. - 3 feet
from curb
Base Lift 1 2 154.3 10-9-23
Mix 5493
Taft /
Rice
143.7 Backscatter 93 92 / 96 A 3812 Matte, Ryan
16 10/09/23 Asphalt Placement:
Conquest St. -
eastbound lane,
approximately 115 feet
west of Whisperwind Ln.
- 3 feet from centerline
Base Lift 1 2 154.3 10-9-23
Mix 5493
Taft /
Rice
143.1 Backscatter 93 92 / 96 A 3812 Matte, Ryan
17 10/13/23 Asphalt Placement:
Barnstormer St. -
westbound lane,
approximately 70 feet
west of Whisperwind Ln.
- center of lane
Top Lift 2 154.8 10-13-23
Mix 5493
Taft /
Rice
143.9 Backscatter 93 92 / 96 A 3812 Matte, Ryan
18 10/13/23 Asphalt Placement:
Barnstormer St. -
eastbound lane,
approximately 130 feet
west of Whisperwind Ln.
- center of lane
Top Lift 2 154.8 10-13-23
Mix 5493
Taft /
Rice
143.3 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 20
Bituminous Density
Test Method: ASTM D2950
Report Date: 02/16/2024
Report #: BNG-000001
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
19 10/13/23 Asphalt Placement:
Whisperwind Ln. -
northbound lane,
approximately 40 feet
north of Aria Way - 3
feet from centerline
Top Lift 2 154.8 10-13-23
Mix 5493
Taft /
Rice
143.8 Backscatter 93 92 / 96 A 3812 Matte, Ryan
20 10/13/23 Asphalt Placement:
Whisperwind Ln. -
northbound lane,
approximately 160 feet
south of Aria Way - 3
feet from curb
Top Lift 2 154.8 10-13-23
Mix 5493
Taft /
Rice
143.7 Backscatter 93 92 / 96 A 3812 Matte, Ryan
21 10/13/23 Asphalt Placement:
Whisperwind Ln. -
northbound lane,
approximately 360 feet
south of Aria Way -
center of lane
Top Lift 2 154.8 10-13-23
Mix 5493
Taft /
Rice
143.4 Backscatter 93 92 / 96 A 3812 Matte, Ryan
22 10/13/23 Asphalt Placement:
Whisperwind Ln. -
northbound lane,
approximately 560 feet
south of Aria Way - 4
feet from centerline
Top Lift 2 154.8 10-13-23
Mix 5493
Taft /
Rice
143.5 Backscatter 93 92 / 96 A 3812 Matte, Ryan
23 10/13/23 Asphalt Placement:
Whisperwind Ln. -
northbound lane,
approximately 760 feet
south of Aria Way -
center of lane
Top Lift 2 154.8 10-13-23
Mix 5493
Taft /
Rice
142.7 Backscatter 92 92 / 96 A 3812 Matte, Ryan
24 10/13/23 Asphalt Placement:
Whisperwind Ln. -
southbound lane,
approximately 85 feet
north of Aria Way - 3
feet from curb
Top Lift 2 154.8 10-13-23
Mix 5493
Taft /
Rice
142.7 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 4 of 20
Bituminous Density
Test Method: ASTM D2950
Report Date: 02/16/2024
Report #: BNG-000001
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
25 10/13/23 Asphalt Placement:
Whisperwind Ln. -
southbound lane,
approximately 115 feet
south of Aria Way - 3
feet from centerline
Top Lift 2 154.8 10-13-23
Mix 5493
Taft /
Rice
142.8 Backscatter 92 92 / 96 A 3812 Matte, Ryan
26 10/13/23 Asphalt Placement:
Whisperwind Ln. -
southbound lane,
approximately 315 feet
south of Aria Way -
center of lane
Top Lift 2 154.8 10-13-23
Mix 5493
Taft /
Rice
144.2 Backscatter 93 92 / 96 A 3812 Matte, Ryan
27 10/13/23 Asphalt Placement:
Whisperwind Ln. -
southbound lane,
approximately 515 feet
south of Aria Way - 3
feet from curb
Top Lift 2 154.8 10-13-23
Mix 5493
Taft /
Rice
143.9 Backscatter 93 92 / 96 A 3812 Matte, Ryan
28 10/13/23 Asphalt Placement:
Whisperwind Ln. -
southbound lane,
approximately 715 feet
south of Aria Way -
center of lane
Top Lift 2 154.8 10-13-23
Mix 5493
Taft /
Rice
143.5 Backscatter 93 92 / 96 A 3812 Matte, Ryan
29 10/13/23 Asphalt Placement:
Conquest St. -
westbound lane,
approximately 50 feet
west of Whisperwind Ln.
- 3 feet from curb
Top Lift 2 154.8 10-13-23
Mix 5493
Taft /
Rice
143.8 Backscatter 93 92 / 96 A 3812 Matte, Ryan
30 10/13/23 Asphalt Placement:
Conquest St. -
westbound lane,
approximately 160 feet
west of Whisperwind Ln.
- center of lane
Top Lift 2 154.8 10-13-23
Mix 5493
Taft /
Rice
143.1 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 5 of 20
Bituminous Density
Test Method: ASTM D2950
Report Date: 02/16/2024
Report #: BNG-000001
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
31 10/13/23 Asphalt Placement:
Conquest St. -
eastbound lane,
intersection of
Whisperwind Ln. -
center of lane
Top Lift 2 154.8 10-13-23
Mix 5493
Taft /
Rice
143.8 Backscatter 93 92 / 96 A 3812 Matte, Ryan
32 10/13/23 Asphalt Placement:
Conquest St. -
eastbound lane,
approximately 120 feet
west of Whisperwind Ln.
- 3 feet from centerline
Top Lift 2 154.8 10-13-23
Mix 5493
Taft /
Rice
143.5 Backscatter 93 92 / 96 A 3812 Matte, Ryan
33 10/18/23 Asphalt Placement:
Greenfields Dr. - south
of roundabout,
northbound lane,
approximately 30 feet
south of edge of
concrete, outside lane,
4 feet from curb
Base Lift 1 3 154.9 10-18-23
Mix 5493
Taft /
Rice
143.3 Backscatter 93 92 / 96 A 3812 Matte, Ryan
34 10/18/23 Asphalt Placement:
Greenfields Dr. - south
of roundabout,
northbound lane,
approximately 100 feet
south of edge of
concrete, inside lane, 5
feet from curb
Base Lift 1 3 154.9 10-18-23
Mix 5493
Taft /
Rice
143.6 Backscatter 93 92 / 96 A 3812 Matte, Ryan
35 10/18/23 Asphalt Placement:
Greenfields Dr. - south
of roundabout,
southbound lane,
approximately 50 feet
south of edge of
concrete, inside turn
lane, 5 feet from curb
Base Lift 1 3 154.9 10-18-23
Mix 5493
Taft /
Rice
143.4 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 6 of 20
Bituminous Density
Test Method: ASTM D2950
Report Date: 02/16/2024
Report #: BNG-000001
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
36 10/18/23 Asphalt Placement:
Greenfields Dr. - south
of roundabout,
southbound lane,
approximately 75 feet
south of edge of
concrete, center lane,
center of lane
Base Lift 1 3 154.9 10-18-23
Mix 5493
Taft /
Rice
143.8 Backscatter 93 92 / 96 A 3812 Matte, Ryan
37 10/18/23 Asphalt Placement:
Greenfields Dr. - south
of roundabout,
southbound lane,
approximately 120 feet
south of edge of
concrete, outside turn
lane, 8 feet from curb
Base Lift 1 3 154.9 10-18-23
Mix 5493
Taft /
Rice
143.7 Backscatter 93 92 / 96 A 3812 Matte, Ryan
38 10/18/23 Asphalt Placement:
Greenfields Dr. - south
of roundabout,
southbound lane,
approximately 30 feet
south of edge of
concrete, outside turn
lane, 2 feet from curb
Base Lift 1 3 154.9 10-18-23
Mix 5493
Taft /
Rice
144.5 Backscatter 93 92 / 96 A 3812 Matte, Ryan
39 10/18/23 Asphalt Placement:
Greenfields Dr. -
northbound lane,
approximately 60 feet
north of edge of
concrete, outside lane,
6 feet from curb
Base Lift 1 3 154.9 10-18-23
Mix 5493
Taft /
Rice
144.3 Backscatter 93 92 / 96 A 3812 Matte, Ryan
40 10/18/23 Asphalt Placement:
Greenfields Dr. -
northbound lane,
approximately 260 feet
north of edge of
concrete, inside lane, 4
feet from centerline
Base Lift 1 3 154.9 10-18-23
Mix 5493
Taft /
Rice
143.1 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 7 of 20
Bituminous Density
Test Method: ASTM D2950
Report Date: 02/16/2024
Report #: BNG-000001
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
41 10/18/23 Asphalt Placement:
Greenfields Dr. -
northbound lane,
approximately 460 feet
north of edge of
concrete, outside lane,
7 feet from curb
Base Lift 1 3 154.9 10-18-23
Mix 5493
Taft /
Rice
144.1 Backscatter 93 92 / 96 A 3812 Matte, Ryan
42 10/18/23 Asphalt Placement:
Greenfields Dr. -
northbound lane,
intersection of Donella
Dr. - inside lane, center
of lane
Base Lift 1 3 154.9 10-18-23
Mix 5493
Taft /
Rice
143.2 Backscatter 92 92 / 96 A 3812 Matte, Ryan
43 10/18/23 Asphalt Placement:
Greenfields Dr. -
northbound lane,
approximately 200 feet
north of Donella Dr. -
outside lane, 4 feet from
curb
Base Lift 1 3 154.9 10-18-23
Mix 5493
Taft /
Rice
144.4 Backscatter 93 92 / 96 A 3812 Matte, Ryan
44 10/18/23 Asphalt Placement:
Greenfields Dr. -
northbound lane,
approximately 400 feet
north of Donella Dr. -
inside lane, 3 feet from
centerline
Base Lift 1 3 154.9 10-18-23
Mix 5493
Taft /
Rice
143.7 Backscatter 93 92 / 96 A 3812 Matte, Ryan
45 10/18/23 Asphalt Placement:
Greenfields Dr. -
northbound lane,
approximately 600 feet
north of Donella Dr. -
outside lane, 7 feet from
curb
Base Lift 1 3 154.9 10-18-23
Mix 5493
Taft /
Rice
145.2 Backscatter 94 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 20
Bituminous Density
Test Method: ASTM D2950
Report Date: 02/16/2024
Report #: BNG-000001
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
46 10/18/23 Asphalt Placement:
Greenfields Dr. -
northbound lane,
approximately 800 feet
north of Donella Dr. -
inside lane, 9 feet from
centerline
Base Lift 1 3 154.9 10-18-23
Mix 5493
Taft /
Rice
143.6 Backscatter 93 92 / 96 A 3812 Matte, Ryan
47 10/18/23 Asphalt Placement:
Greenfields Dr. -
northbound lane,
approximately 1000 feet
north of Donella Dr. -
outside lane, 2 feet from
curb
Base Lift 1 3 154.9 10-18-23
Mix 5493
Taft /
Rice
143.3 Backscatter 93 92 / 96 A 3812 Matte, Ryan
48 10/18/23 Asphalt Placement:
Greenfields Dr. -
northbound lane,
approximately 1150 feet
north of Donella Dr. -
inside lane, 2 feet from
centerline
Base Lift 1 3 154.9 10-18-23
Mix 5493
Taft /
Rice
143.9 Backscatter 93 92 / 96 A 3812 Matte, Ryan
49 10/19/23 Asphalt Placement:
Greenfields Dr. -
southbound lane,
approximately 100 feet
north of edge of
concrete north of
roundabout, outside
lane , 5 feet from curb
Base Lift 1 3 154.6 10-19-23
Mix 5493
Taft /
Rice
143.2 Backscatter 93 92 / 96 A 3812 Matte, Ryan
50 10/19/23 Asphalt Placement:
Greenfields Dr. -
southbound lane,
approximately 300 feet
north of edge of
concrete north of
roundabout, inside lane
, 4 feet from centerline
Base Lift 1 3 154.6 10-19-23
Mix 5493
Taft /
Rice
143.7 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 20
Bituminous Density
Test Method: ASTM D2950
Report Date: 02/16/2024
Report #: BNG-000001
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
51 10/19/23 Asphalt Placement:
Greenfields Dr. -
southbound lane,
approximately 500 feet
north of edge of
concrete north of
roundabout, outside
lane, 6 feet from curb
Base Lift 1 3 154.6 10-19-23
Mix 5493
Taft /
Rice
143.5 Backscatter 93 92 / 96 A 3812 Matte, Ryan
52 10/19/23 Asphalt Placement:
Greenfields Dr. -
southbound lane,
intersection of Donella
Dr. - inside lane, 5 feet
from centerline
Base Lift 1 3 154.6 10-19-23
Mix 5493
Taft /
Rice
143.7 Backscatter 93 92 / 96 A 3812 Matte, Ryan
53 10/19/23 Asphalt Placement:
Greenfields Dr. -
southbound lane,
approximately 200 feet
north of Donella Dr. -
outside lane, 3 feet from
curb
Base Lift 1 3 154.6 10-19-23
Mix 5493
Taft /
Rice
142.9 Backscatter 92 92 / 96 A 3812 Matte, Ryan
54 10/19/23 Asphalt Placement:
Greenfields Dr. -
southbound lane,
approximately 400 feet
north of Donella Dr. -
inside lane, 9 feet from
centerline
Base Lift 1 3 154.6 10-19-23
Mix 5493
Taft /
Rice
144.5 Backscatter 93 92 / 96 A 3812 Matte, Ryan
55 10/19/23 Asphalt Placement:
Greenfields Dr. -
southbound lane,
approximately 600 feet
north of Donella Dr. -
outside lane, 9 feet from
curb
Base Lift 1 3 154.6 10-19-23
Mix 5493
Taft /
Rice
145.1 Backscatter 94 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 10 of 20
Bituminous Density
Test Method: ASTM D2950
Report Date: 02/16/2024
Report #: BNG-000001
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
56 10/19/23 Asphalt Placement:
Greenfields Dr. -
southbound lane,
approximately 800 feet
north of Donella Dr. -
inside lane, 3 feet from
centerline
Base Lift 1 3 154.6 10-19-23
Mix 5493
Taft /
Rice
143.9 Backscatter 93 92 / 96 A 3812 Matte, Ryan
57 10/19/23 Asphalt Placement:
Greenfields Dr. -
southbound lane,
approximately 100 feet
north of Donella Dr. -
outside lane, 5 feet from
curb
Base Lift 1 3 154.6 10-19-23
Mix 5493
Taft /
Rice
142.9 Backscatter 92 92 / 96 A 3812 Matte, Ryan
58 10/19/23 Asphalt Placement:
Greenfields Dr. -
southbound lane,
approximately 1150 feet
north of Donella Dr. -
inside lane, 2 feet from
centerline
Base Lift 1 3 154.6 10-19-23
Mix 5493
Taft /
Rice
144.8 Backscatter 94 92 / 96 A 3812 Matte, Ryan
59 10/19/23 Asphalt Placement:
Greenfields Dr. -
northbound lane,
approximately 30 feet
north of edge of
concrete north of
roundabout - inside
lane, 4 feet from curb
Base Lift 2 2 154.6 10-19-23
Mix 5493
Taft /
Rice
143.7 Backscatter 93 92 / 96 A 3812 Matte, Ryan
60 10/19/23 Asphalt Placement:
Greenfields Dr. -
northbound lane,
approximately 230 feet
north of edge of
concrete north of
roundabout - outside
lane, 5 feet from curb
Base Lift 2 2 154.6 10-19-23
Mix 5493
Taft /
Rice
143.7 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 11 of 20
Bituminous Density
Test Method: ASTM D2950
Report Date: 02/16/2024
Report #: BNG-000001
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
61 10/19/23 Asphalt Placement:
Greenfields Dr. -
northbound lane,
approximately 430 feet
north of edge of
concrete north of
roundabout - inside
lane, 4 feet from
centerline
Base Lift 2 2 154.6 10-19-23
Mix 5493
Taft /
Rice
142.3 Backscatter 92 92 / 96 A 3812 Matte, Ryan
62 10/19/23 Asphalt Placement:
Greenfields Dr. -
northbound lane,
approximately 630 feet
north of edge of
concrete north of
roundabout - outside
lane, 12 feet from curb
Base Lift 2 2 154.6 10-19-23
Mix 5493
Taft /
Rice
143.2 Backscatter 93 92 / 96 A 3812 Matte, Ryan
63 10/19/23 Asphalt Placement:
Greenfields Dr. -
northbound lane,
approximately 140 feet
north of Donella Dr. -
inside lane, 6 feet from
centerline
Base Lift 2 2 154.6 10-19-23
Mix 5493
Taft /
Rice
144.6 Backscatter 94 92 / 96 A 3812 Matte, Ryan
64 10/19/23 Asphalt Placement:
Greenfields Dr. -
northbound lane,
approximately 340 feet
north of Donella Dr. -
outside lane, 20 feet
from curb
Base Lift 2 2 154.6 10-19-23
Mix 5493
Taft /
Rice
143.6 Backscatter 93 92 / 96 A 3812 Matte, Ryan
65 10/19/23 Asphalt Placement:
Greenfields Dr. -
northbound lane,
approximately 540 feet
north of Donella Dr. -
inside lane, 2 feet from
centerline
Base Lift 2 2 154.6 10-19-23
Mix 5493
Taft /
Rice
143.7 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 12 of 20
Bituminous Density
Test Method: ASTM D2950
Report Date: 02/16/2024
Report #: BNG-000001
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
66 10/19/23 Asphalt Placement:
Greenfields Dr. -
northbound lane,
approximately 740 feet
north of Donella Dr. -
outside lane, 3 feet from
curb
Base Lift 2 2 154.6 10-19-23
Mix 5493
Taft /
Rice
143.8 Backscatter 93 92 / 96 A 3812 Matte, Ryan
67 10/19/23 Asphalt Placement:
Greenfields Dr. -
northbound lane,
approximately 940 feet
north of Donella Dr. -
inside lane, 7 feet from
centerline
Base Lift 2 2 154.6 10-19-23
Mix 5493
Taft /
Rice
143.5 Backscatter 93 92 / 96 A 3812 Matte, Ryan
68 10/19/23 Asphalt Placement:
Greenfields Dr. -
northbound lane,
approximately 1140 feet
north of Donella Dr. -
outside lane, 8 feet from
curb
Base Lift 2 2 154.6 10-19-23
Mix 5493
Taft /
Rice
144.4 Backscatter 93 92 / 96 A 3812 Matte, Ryan
69 10/21/23 Asphalt Placement:
Frontage Rd. - east of
roundabout, eastbound
lane, approximately 20
feet east of edge of
concrete, 2 feet from
curb
Top Lift 2.5 153.9 10-21-23
Mix 5473
Taft /
Rice
143.1 Backscatter 93 92 / 96 A 3812 Matte, Ryan
70 10/21/23 Asphalt Placement:
Frontage Rd. - east of
roundabout, eastbound
lane, approximately 220
feet east of edge of
concrete, 4 feet from
centerline
Top Lift 2.5 153.9 10-21-23
Mix 5473
Taft /
Rice
145.1 Backscatter 94 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 20
Bituminous Density
Test Method: ASTM D2950
Report Date: 02/16/2024
Report #: BNG-000001
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
71 10/21/23 Asphalt Placement:
Frontage Rd. - east of
roundabout, eastbound
lane, approximately 330
feet east of edge of
concrete, center of lane
Top Lift 2.5 153.9 10-21-23
Mix 5473
Taft /
Rice
145.9 Backscatter 95 92 / 96 A 3812 Matte, Ryan
72 10/21/23 Asphalt Placement:
Frontage Rd. - east of
roundabout, westbound
lane, approximately 300
feet east of edge of
concrete, 3 feet from
curb
Top Lift 2.5 153.9 10-21-23
Mix 5473
Taft /
Rice
142.7 Backscatter 93 92 / 96 A 3812 Matte, Ryan
73 10/21/23 Asphalt Placement:
Frontage Rd. - east of
roundabout, westbound
lane, approximately 100
feet east of edge of
concrete, 4 feet from
centerline
Top Lift 2.5 153.9 10-21-23
Mix 5473
Taft /
Rice
143.0 Backscatter 93 92 / 96 A 3812 Matte, Ryan
74 10/21/23 Asphalt Placement:
Frontage Rd. - east of
roundabout, westbound
lane, approximately 10
feet east of edge of
concrete, center of lane
Top Lift 2.5 153.9 10-21-23
Mix 5473
Taft /
Rice
144.8 Backscatter 94 92 / 96 A 3812 Matte, Ryan
75 10/21/23 Asphalt Placement:
Frontage Rd. - west of
roundabout, eastbound
lane, approximately 35
feet west of edge of
concrete, 3 feet from
centerline
Top Lift 2.5 153.9 10-21-23
Mix 5473
Taft /
Rice
144.6 Backscatter 94 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 20
Bituminous Density
Test Method: ASTM D2950
Report Date: 02/16/2024
Report #: BNG-000001
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
76 10/21/23 Asphalt Placement:
Frontage Rd. - west of
roundabout, eastbound
lane, approximately 235
feet west of edge of
concrete, 5 feet from
curb
Top Lift 2.5 153.9 10-21-23
Mix 5473
Taft /
Rice
143.1 Backscatter 93 92 / 96 A 3812 Matte, Ryan
77 10/21/23 Asphalt Placement:
Frontage Rd. - west of
roundabout, eastbound
lane, approximately 435
feet west of edge of
concrete, center of lane
Top Lift 2.5 153.9 10-21-23
Mix 5473
Taft /
Rice
142.7 Backscatter 93 92 / 96 A 3812 Matte, Ryan
78 10/21/23 Asphalt Placement:
Frontage Rd. - west of
roundabout, westbound
lane, approximately 500
feet west of edge of
concrete, 4 feet from
curb
Top Lift 2.5 153.9 10-21-23
Mix 5473
Taft /
Rice
141.7 Backscatter 92 92 / 96 A 3812 Matte, Ryan
79 10/21/23 Asphalt Placement:
Frontage Rd. - west of
roundabout, westbound
lane, approximately 300
feet west of edge of
concrete, 3 feet from
centerline
Top Lift 2.5 153.9 10-21-23
Mix 5473
Taft /
Rice
142.5 Backscatter 93 92 / 96 A 3812 Matte, Ryan
80 10/21/23 Asphalt Placement:
Frontage Rd. - west of
roundabout, westbound
lane, approximately 100
feet west of edge of
concrete, center of lane
Top Lift 2.5 153.9 10-21-23
Mix 5473
Taft /
Rice
143.2 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 15 of 20
Bituminous Density
Test Method: ASTM D2950
Report Date: 02/16/2024
Report #: BNG-000001
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
81 10/24/23 Asphalt Placement:
Greenfields Dr. -
southbound lane, north
of roundabout,
approximately 45 feet
north of edge of
concrete, inside lane, 2
feet from curb
Base Lift 2 2 154.4 10-24-23
Mix 5493
Taft /
Rice
143.2 Backscatter 93 92 / 96 A 3812 Matte, Ryan
82 10/24/23 Asphalt Placement:
Greenfields Dr. -
southbound lane, north
of roundabout,
approximately 245 feet
north of edge of
concrete, outside lane,
5 feet from curb
Base Lift 2 2 154.4 10-24-23
Mix 5493
Taft /
Rice
143.2 Backscatter 93 92 / 96 A 3812 Matte, Ryan
83 10/24/23 Asphalt Placement:
Greenfields Dr. -
southbound lane, north
of roundabout,
approximately 445 feet
north of edge of
concrete, inside lane, 8
feet from centerline
Base Lift 2 2 154.4 10-24-23
Mix 5493
Taft /
Rice
143.9 Backscatter 93 92 / 96 A 3812 Matte, Ryan
84 10/24/23 Asphalt Placement:
Greenfields Dr. -
southbound lane, north
of roundabout,
approximately 645 feet
north of edge of
concrete, outside lane,
2 feet from curb
Base Lift 2 2 154.4 10-24-23
Mix 5493
Taft /
Rice
144.4 Backscatter 94 92 / 96 A 3812 Matte, Ryan
85 10/24/23 Asphalt Placement:
Greenfields Dr. -
southbound lane,
approximately 140 feet
north of Donella Dr. -
inside lane, 2 feet from
centerline
Base Lift 2 2 154.4 10-24-23
Mix 5493
Taft /
Rice
143.2 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 16 of 20
Bituminous Density
Test Method: ASTM D2950
Report Date: 02/16/2024
Report #: BNG-000001
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
86 10/24/23 Asphalt Placement:
Greenfields Dr. -
southbound lane,
approximately 340 feet
north of Donella Dr. -
outside lane, 10 feet
from curb
Base Lift 2 2 154.4 10-24-23
Mix 5493
Taft /
Rice
143.1 Backscatter 93 92 / 96 A 3812 Matte, Ryan
87 10/24/23 Asphalt Placement:
Greenfields Dr. -
southbound lane,
approximately 540 feet
north of Donella Dr. -
inside lane, 6 feet from
centerline
Base Lift 2 2 154.4 10-24-23
Mix 5493
Taft /
Rice
143.2 Backscatter 93 92 / 96 A 3812 Matte, Ryan
88 10/24/23 Asphalt Placement:
Greenfields Dr. -
southbound lane,
approximately 740 feet
north of Donella Dr. -
outside lane, 5 feet from
curb
Base Lift 2 2 154.4 10-24-23
Mix 5493
Taft /
Rice
144.4 Backscatter 94 92 / 96 A 3812 Matte, Ryan
89 10/24/23 Asphalt Placement:
Greenfields Dr. -
southbound lane,
approximately 940 feet
north of Donella Dr. -
inside lane, 7 feet from
centerline
Base Lift 2 2 154.4 10-24-23
Mix 5493
Taft /
Rice
144.8 Backscatter 94 92 / 96 A 3812 Matte, Ryan
90 10/24/23 Asphalt Placement:
Greenfields Dr. -
southbound lane,
approximately 1140 feet
north of Donella Dr. -
outside lane, 3 feet from
curb
Base Lift 2 2 154.4 10-24-23
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 17 of 20
Bituminous Density
Test Method: ASTM D2950
Report Date: 02/16/2024
Report #: BNG-000001
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
91 10/24/23 Asphalt Placement:
Greenfields Dr. -
northbound lane, south
of roundabout,
approximately 20 feet
south of edge of
concrete - inside lane, 3
feet from curb
Base Lift 2 2 154.4 10-24-23
Mix 5493
Taft /
Rice
144.0 Backscatter 93 92 / 96 A 3812 Matte, Ryan
92 10/24/23 Asphalt Placement:
Greenfields Dr. -
northbound lane, south
of roundabout,
approximately 100 feet
south of edge of
concrete - outside lane,
4 feet from curb
Base Lift 2 2 154.4 10-24-23
Mix 5493
Taft /
Rice
143.5 Backscatter 93 92 / 96 A 3812 Matte, Ryan
93 10/24/23 Asphalt Placement:
Greenfields Dr. -
southbound lane, south
of roundabout,
approximately 10 feet
south of edge of
concrete - inside lane, 4
feet from curb
Base Lift 2 2 154.4 10-24-23
Mix 5493
Taft /
Rice
143.9 Backscatter 93 92 / 96 A 3812 Matte, Ryan
94 10/24/23 Asphalt Placement:
Greenfields Dr. -
southbound lane, south
of roundabout,
approximately 50 feet
south of edge of
concrete - middle lane,
center of lane
Base Lift 2 2 154.4 10-24-23
Mix 5493
Taft /
Rice
144.6 Backscatter 94 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 18 of 20
Bituminous Density
Test Method: ASTM D2950
Report Date: 02/16/2024
Report #: BNG-000001
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
95 10/24/23 Asphalt Placement:
Greenfields Dr. -
southbound lane, south
of roundabout,
approximately 100 feet
south of edge of
concrete - outside lane,
3 feet from curb
Base Lift 2 2 154.4 10-24-23
Mix 5493
Taft /
Rice
143.4 Backscatter 93 92 / 96 A 3812 Matte, Ryan
96 10/25/23 Asphalt Placement:
Greenfields Dr. -
northbound lane, south
of roundabout,
approximately 15 feet
south of edge of
concrete - inside lane, 5
feet from curb
Top Lift 2 153.2 10-25-23
Mix 5473
Taft /
Rice
145.5 Backscatter 95 92 / 96 A 3812 Matte, Ryan
97 10/25/23 Asphalt Placement:
Greenfields Dr. -
northbound lane, south
of roundabout,
approximately 130 feet
south of edge of
concrete - outside lane,
10 feet from centerline
Top Lift 2 153.2 10-25-23
Mix 5473
Taft /
Rice
144.1 Backscatter 94 92 / 96 A 3812 Matte, Ryan
98 10/25/23 Asphalt Placement:
Greenfields Dr. -
southbound lane, south
of roundabout,
approximately 100 feet
south of edge of
concrete - inside turn
lane, 3 feet from curb
Top Lift 2 153.2 10-25-23
Mix 5473
Taft /
Rice
141.9 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 19 of 20
Bituminous Density
Test Method: ASTM D2950
Report Date: 02/16/2024
Report #: BNG-000001
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
99 10/25/23 Asphalt Placement:
Greenfields Dr. -
southbound lane, south
of roundabout,
approximately 70 feet
south of edge of
concrete - middle lane,
center of lane
Top Lift 2 153.2 10-25-23
Mix 5473
Taft /
Rice
145.6 Backscatter 95 92 / 96 A 3812 Matte, Ryan
100 10/25/23 Asphalt Placement:
Greenfields Dr. -
southbound lane, south
of roundabout,
approximately 150 feet
south of edge of
concrete - outside turn
lane, 18 feet from curb
Top Lift 2 153.2 10-25-23
Mix 5473
Taft /
Rice
145.1 Backscatter 95 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 2457 695 10/09/23 07/18/19 Instrotek
3812 XPLORER 3500 2414 695 10/13/23 07/18/19 Instrotek
3812 XPLORER 3500 2437 688 10/18/23 07/18/19 Instrotek
3812 XPLORER 3500 2460 694 10/19/23 07/18/19 Instrotek
3812 XPLORER 3500 2439 693 10/21/23 07/18/19 Instrotek
3812 XPLORER 3500 2437 697 10/24/23 07/18/19 Instrotek
3812 XPLORER 3500 2435 693 10/25/23 07/18/19 Instrotek
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.
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Bituminous Density
Test Method: ASTM D2950
Report Date: 02/16/2024
Report #: BNG-000001
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