HomeMy WebLinkAboutBITUMINOUS DENSITY - Filed CT-CONCRETE TEST -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
201 12/05/23 Asphalt Placement:
Greenfields Dr. -
southbound lane,
approximately 600 feet
south of Sykes Dr. - 11
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
202 12/05/23 Asphalt Placement:
Greenfields Dr. -
southbound lane,
approximately 800 feet
south of Sykes Dr. - 8
feet from curb
Base Lift 1 3 155.8 12-5-23
Mix 5493
Taft /
Rice
144.0 Backscatter 92 92 / 96 A 3812 Matte, Ryan
203 12/05/23 Asphalt Placement:
Greenfields Dr. -
southbound lane,
approximately 1000 feet
south of Sykes Dr. - 4
feet from centerline
Base Lift 1 3 155.8 12-5-23
Mix 5493
Taft /
Rice
144.4 Backscatter 93 92 / 96 A 3812 Matte, Ryan
204 12/05/23 Asphalt Placement:
Greenfields Dr. -
southbound lane,
approximately 1115 feet
south of Sykes Dr. -
center of lane
Base Lift 1 3 155.8 12-5-23
Mix 5493
Taft /
Rice
144.1 Backscatter 92 92 / 96 A 3812 Matte, Ryan
205 12/05/23 Asphalt Placement:
Greenfields Dr. -
northbound lane,
approximately 50 feet
south of Sykes Dr. - 10
feet from centerline
Base Lift 1 3 155.8 12-5-23
Mix 5493
Taft /
Rice
144.1 Backscatter 92 92 / 96 A 3812 Matte, Ryan
206 12/05/23 Asphalt Placement:
Greenfields Dr. -
northbound lane,
approximately 250 feet
south of Sykes Dr. - 4
feet from curb
Base Lift 1 3 155.8 12-5-23
Mix 5493
Taft /
Rice
145.6 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 5
Bituminous Density
Test Method: ASTM D2950
Report Date: 02/16/2024
Report #: BNG-000003
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
207 12/05/23 Asphalt Placement:
Greenfields Dr. -
northbound lane,
approximately 450 feet
south of Sykes Dr. - 4
feet from ccenterline
Base Lift 1 3 155.8 12-5-23
Mix 5493
Taft /
Rice
145.0 Backscatter 93 92 / 96 A 3812 Matte, Ryan
208 12/05/23 Asphalt Placement:
Greenfields Dr. -
northbound lane,
approximately 650 feet
south of Sykes Dr. - 8
feet from curb
Base Lift 1 3 155.8 12-5-23
Mix 5493
Taft /
Rice
143.8 Backscatter 92 92 / 96 A 3812 Matte, Ryan
209 12/05/23 Asphalt Placement:
Greenfields Dr. -
northbound lane,
approximately 850 feet
south of Sykes Dr. - 7
feet from centerline
Base Lift 1 3 155.8 12-5-23
Mix 5493
Taft /
Rice
144.8 Backscatter 93 92 / 96 A 3812 Matte, Ryan
210 12/05/23 Asphalt Placement:
Greenfields Dr. -
northbound lane,
approximately 1050 feet
south of Sykes Dr. - 6
feet from curb
Base Lift 1 3 155.8 12-5-23
Mix 5493
Taft /
Rice
143.0 Backscatter 92 92 / 96 A 3812 Matte, Ryan
211 12/05/23 Asphalt Placement:
Greenfields Dr. -
northbound lane,
approximately 1120 feet
south of Sykes Dr. - 2
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
212 12/07/23 Asphalt Placement:
Greenfields Dr. -
southbound lane,
outside lane,
approximately 100 feet
south of Sykes Dr. - 6
feet from curb
Base Lift 2 2 154.4 12-7-23
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 2 of 5
Bituminous Density
Test Method: ASTM D2950
Report Date: 02/16/2024
Report #: BNG-000003
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
213 12/07/23 Asphalt Placement:
Greenfields Dr. -
southbound lane, inside
lane, approximately 300
feet south of Sykes Dr. -
3 feet from centerline
Base Lift 2 2 154.4 12-7-23
Mix 5493
Taft /
Rice
142.6 Backscatter 92 92 / 96 A 3812 Matte, Ryan
214 12/07/23 Asphalt Placement:
Greenfields Dr. -
southbound lane,
outside lane,
approximately 500 feet
south of Sykes Dr. - 4
feet from curb
Base Lift 2 2 154.4 12-7-23
Mix 5493
Taft /
Rice
143.5 Backscatter 93 92 / 96 A 3812 Matte, Ryan
215 12/07/23 Asphalt Placement:
Greenfields Dr. -
southbound lane, inside
lane, approximately 700
feet south of Sykes Dr. -
9 feet from centerline
Base Lift 2 2 154.4 12-7-23
Mix 5493
Taft /
Rice
143.8 Backscatter 93 92 / 96 A 3812 Matte, Ryan
216 12/07/23 Asphalt Placement:
Greenfields Dr. -
southbound lane,
outside lane,
approximately 900 feet
south of Sykes Dr. - 7
feet from curb
Base Lift 2 2 154.4 12-7-23
Mix 5493
Taft /
Rice
142.9 Backscatter 93 92 / 96 A 3812 Matte, Ryan
217 12/07/23 Asphalt Placement:
Greenfields Dr. -
southbound lane, inside
lane, approximately
1100 feet south of
Sykes Dr. - 5 feet from
centerline
Base Lift 2 2 154.4 12-7-23
Mix 5493
Taft /
Rice
142.3 Backscatter 92 92 / 96 A 3812 Matte, Ryan
218 12/07/23 Asphalt Placement:
Greenfields Dr. -
northbound lane,
outside lane,
intersection of Sykes Dr.
- 4 feet from curb
Base Lift 2 2 154.4 12-7-23
Mix 5493
Taft /
Rice
143.5 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 5
Bituminous Density
Test Method: ASTM D2950
Report Date: 02/16/2024
Report #: BNG-000003
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
219 12/07/23 Asphalt Placement:
Greenfields Dr. -
northbound lane, inside
lane, approximately 200
feet south of Sykes Dr. -
3 feet from centerline
Base Lift 2 2 154.4 12-7-23
Mix 5493
Taft /
Rice
143.0 Backscatter 93 92 / 96 A 3812 Matte, Ryan
220 12/07/23 Asphalt Placement:
Greenfields Dr. -
northbound lane,
outside lane,
approximately 400 feet
south of Sykes Dr. - 8
feet from curb
Base Lift 2 2 154.4 12-7-23
Mix 5493
Taft /
Rice
143.3 Backscatter 93 92 / 96 A 3812 Matte, Ryan
221 12/07/23 Asphalt Placement:
Greenfields Dr. -
northbound lane, inside
lane, approximately 600
feet south of Sykes Dr. -
6 feet from centerline
Base Lift 2 2 154.4 12-7-23
Mix 5493
Taft /
Rice
142.6 Backscatter 92 92 / 96 A 3812 Matte, Ryan
222 12/07/23 Asphalt Placement:
Greenfields Dr. -
northbound lane,
outside lane,
approximately 800 feet
south of Sykes Dr. - 2
feet from curb
Base Lift 2 2 154.4 12-7-23
Mix 5493
Taft /
Rice
143.0 Backscatter 93 92 / 96 A 3812 Matte, Ryan
223 12/07/23 Asphalt Placement:
Greenfields Dr. -
northbound lane, inside
lane, approximately
1000 feet south of
Sykes Dr. - 5 feet from
centerline
Base Lift 2 2 154.4 12-7-23
Mix 5493
Taft /
Rice
143.1 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 5
Bituminous Density
Test Method: ASTM D2950
Report Date: 02/16/2024
Report #: BNG-000003
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
224 12/07/23 Asphalt Placement:
Greenfields Dr. -
northbound lane,
outside lane,
approximately 1115 feet
south of Sykes Dr. - 6
feet from curb
Base Lift 2 2 154.4 12-7-23
Mix 5493
Taft /
Rice
143.5 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 2446 702 12/05/23 07/18/19 Instrotek
3812 XPLORER 3500 2424 695 12/07/23 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.
Page 5 of 5
Bituminous Density
Test Method: ASTM D2950
Report Date: 02/16/2024
Report #: BNG-000003
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