HomeMy WebLinkAboutCOMPACTION TESTING - Filed CT-CONCRETE TEST - (13)Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
807 Sidewalk Subgrade: Greenfields Dr. - Tie-in north of roundabout (west side of street)
approximately 60 feet north of crosswalk at roundabout
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
808 Sidewalk Subgrade: Greenfields Dr. - Tie-in north of roundabout (west side of street)
approximately 15 feet north of crosswalk at roundabout
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
809 Sidewalk Subgrade: Greenfields Dr. - east side of street, center of ramp, SE side of
International Blvd.
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
810 Sidewalk Subgrade: Greenfields Dr. - east side of street, center of ramp, SE side of
Sykes Dr.
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
811 Aggregate Base Course: Robud Farms Dr. - Eastbound curb, approximately station
85+50
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
812 Aggregate Base Course: Robud Farms Dr. - Eastbound curb, approximately station
87+25
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
813 Aggregate Base Course: Robud Farms Dr. - Eastbound curb, south approximately
station 12+65
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
814 Aggregate Base Course: Robud Farms Dr. - Eastbound curb, east side of cul-de-sac,
approximately station 11+75
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
Remarks
A: Test results comply with specifications.
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
807 03/19/24 4 698B Granular 12.5 118.0 13.3 115.7 131.1 12 98 95 A
808 03/19/24 4 698B Granular 12.5 118.0 14.5 115.9 132.7 12 98 95 A
809 03/19/24 4 698B Granular 12.5 118.0 14.4 116.3 133.1 12 99 95 A
810 03/19/24 4 698B Granular 12.5 118.0 13.2 115.3 130.5 12 98 95 A
811 03/19/24 15 698C Granular 7.5 129.0 5.6 123.0 129.9 4 95 95 A
812 03/19/24 15 698C Granular 7.5 129.0 5.7 123.8 130.9 4 96 95 A
813 03/19/24 15 698C Granular 7.5 129.0 5.5 122.7 129.5 4 95 95 A
814 03/19/24 15 698C Granular 7.5 129.0 5.8 123.4 130.6 4 96 95 A
This report presents opinions formed as a result of our observations of fill placement and the test results shown above. Test data are not the sole basis for
opinions whether the fill meets project specifications. The contractor is responsible to apply necessary compaction effort and moisture to comply with project
specifications. Our test results, observations and opinions do not constitute acceptance of the work.
Page 1 of 9
Compaction Testing
Test Method: ASTM D 6938
Report Date: 04/04/2024
Report #: SNG-000021
Client:
Hartford Homes Construction
Timnath, CO 80547
4801 Goodman St
Project:
Bloom Filing 1
FC07733.001F-340
400 North Link Lane
Fort Collins, CO 80524
Phone: 970-206-9455
Fort Collins
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
815 Aggregate Base Course: Robud Farms Dr. - westbound curb, north side of cul-de-sac,
approximately station 10+75
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
816 Aggregate Base Course: Robud Farms Dr. - westbound curb, approximately station
87+00
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
817 Aggregate Base Course: Robud Farms Dr. - westbound curb, approximately station
86+00
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
818 Sidewalk Subgrade: Greenfields Dr. - east side of street, tie-in north of roundabout,
approximately 100 feet north of crosswalk
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
819 Sidewalk Subgrade: Greenfields Dr. - east side of street, tie-in north of roundabout,
approximately 50 feet north of crosswalk
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
820 Sidewalk Subgrade: Greenfields Dr. - east side of street, center of ramp north of
roundabout, at the ashplant/concrete transition
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
821 Sidewalk Subgrade: Greenfields Dr. - west side of street, center of ramp north of
roundabout, at the ashplant/concrete transition
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
822 Sidewalk Subgrade: Northwest corner of site, private sidewalk north of Barnstormer,
approximately 15 feet north of city sidewalk
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
Remarks
A: Test results comply with specifications.
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
815 03/19/24 15 698C Granular 7.5 129.0 5.6 123.6 130.5 4 96 95 A
816 03/19/24 15 698C Granular 7.5 129.0 5.7 122.0 129.0 4 95 95 A
817 03/19/24 15 698C Granular 7.5 129.0 6.1 123.6 131.1 4 96 95 A
818 03/20/24 4 698B Granular 12.5 118.0 14.5 117.4 134.4 12 99 95 A
819 03/20/24 4 698B Granular 12.5 118.0 12.4 118.1 132.8 12 100 95 A
820 03/20/24 4 698B Granular 12.5 118.0 11.2 119.8 133.2 12 102 95 A
821 03/20/24 4 698B Granular 12.5 118.0 10.6 117.1 129.5 12 99 95 A
822 03/20/24 20 698B Cohesive 15.0 114.0 17.5 108.7 127.7 10 95 95 A
This report presents opinions formed as a result of our observations of fill placement and the test results shown above. Test data are not the sole basis for
opinions whether the fill meets project specifications. The contractor is responsible to apply necessary compaction effort and moisture to comply with project
specifications. Our test results, observations and opinions do not constitute acceptance of the work.
Page 2 of 9
Compaction Testing
Test Method: ASTM D 6938
Report Date: 04/04/2024
Report #: SNG-000021
Client:
Hartford Homes Construction
Timnath, CO 80547
4801 Goodman St
Project:
Bloom Filing 1
FC07733.001F-340
400 North Link Lane
Fort Collins, CO 80524
Phone: 970-206-9455
Fort Collins
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
823 Sidewalk Subgrade: Northwest corner of site, private sidewalk north of Barnstormer,
approximately 75 feet north of city sidewalk
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
824 Aggregate Base Course: Robud Farms Dr. - curb and gutter radius at Aria Way, north
side of street
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
825 Aggregate Base Course: Robud Farms Dr. - curb and gutter radius at Aria Way, south
side of street
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
826 Aggregate Base Course: Robud Farms Dr. - curb and gutter tie-in, east of inlet E3.1 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
827 Aggregate Base Course: Robud Farms Dr. - curb and gutter tie-in, east of inlet E3.1A 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
828 Aggregate Base Course: Robud Farms Dr. - center of street between inlets E3.1 and
E3.1A
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
829 Sidewalk Subgrade: Tie -in on the east side of Greenfields Dr. - north of roundabout,
approximately 15 feet north of crosswalk
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
830 Sidewalk Subgrade: Tie -in on the east side of Greenfields Dr. - north of roundabout,
adjacent to ramp at asphalt/concrete transition
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
Remarks
A: Test results comply with specifications.
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
823 03/20/24 20 698B Cohesive 15.0 114.0 16.3 112.2 130.5 10 98 95 A
824 03/22/24 15 698C Granular 7.5 129.0 5.6 122.5 129.3 4 95 95 A
825 03/22/24 15 698C Granular 7.5 129.0 6.7 124.1 132.4 4 96 95 A
826 03/22/24 15 698C Granular 7.5 129.0 7.9 122.6 132.3 4 95 95 A
827 03/22/24 15 698C Granular 7.5 129.0 7.8 122.5 132.0 4 95 95 A
828 03/22/24 15 698C Granular 7.5 129.0 7.7 123.9 133.4 6 96 95 A
829 03/26/24 4 698B Granular 12.5 118.0 10.6 117.3 129.7 10 99 95 A
830 03/26/24 4 698B Granular 12.5 118.0 12.7 120.8 136.2 10 102 95 A
This report presents opinions formed as a result of our observations of fill placement and the test results shown above. Test data are not the sole basis for
opinions whether the fill meets project specifications. The contractor is responsible to apply necessary compaction effort and moisture to comply with project
specifications. Our test results, observations and opinions do not constitute acceptance of the work.
Page 3 of 9
Compaction Testing
Test Method: ASTM D 6938
Report Date: 04/04/2024
Report #: SNG-000021
Client:
Hartford Homes Construction
Timnath, CO 80547
4801 Goodman St
Project:
Bloom Filing 1
FC07733.001F-340
400 North Link Lane
Fort Collins, CO 80524
Phone: 970-206-9455
Fort Collins
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
831 Aggregate Base Course: Aria Way - (south of Sykes Dr.) northbound lane,
approximately station 35+50
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
832 Aggregate Base Course: Aria Way - (south of Sykes Dr.) northbound lane,
approximately station 36+70
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
833 Aggregate Base Course: Aria Way - (south of Sykes Dr.) northbound lane,
approximately station 38+25
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
834 Aggregate Base Course: Aria Way - (south of Sykes Dr.) northbound lane,
approximately station 40+25
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
835 Aggregate Base Course: Aria Way - (south of Sykes Dr.) northbound lane,
approximately station 41+50
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
836 Aggregate Base Course: Aria Way - (south of Sykes Dr.) curb and gutter, southbound
lane, approximately station 40+75
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
837 Aggregate Base Course: Aria Way - (south of Sykes Dr.) curb and gutter, southbound
lane, approximately station 38+75
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
838 Aggregate Base Course: Aria Way - (south of Sykes Dr.) curb and gutter, southbound
lane, approximately station 37+75
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
Remarks
A: Test results comply with specifications.
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
831 03/27/24 15 698C Granular 7.5 129.0 5.6 128.5 135.7 4 100 95 A
832 03/27/24 15 698C Granular 7.5 129.0 6.1 122.9 130.4 4 95 95 A
833 03/27/24 15 698C Granular 7.5 129.0 5.7 127.2 134.4 4 99 95 A
834 03/27/24 15 698C Granular 7.5 129.0 6.1 128.9 136.8 4 100 95 A
835 03/27/24 15 698C Granular 7.5 129.0 5.8 126.9 134.3 4 98 95 A
836 03/27/24 15 698C Granular 7.5 129.0 5.5 128.2 135.3 4 99 95 A
837 03/27/24 15 698C Granular 7.5 129.0 5.9 129.1 136.7 4 100 95 A
838 03/27/24 15 698C Granular 7.5 129.0 5.9 131.5 139.2 4 102 95 A
This report presents opinions formed as a result of our observations of fill placement and the test results shown above. Test data are not the sole basis for
opinions whether the fill meets project specifications. The contractor is responsible to apply necessary compaction effort and moisture to comply with project
specifications. Our test results, observations and opinions do not constitute acceptance of the work.
Page 4 of 9
Compaction Testing
Test Method: ASTM D 6938
Report Date: 04/04/2024
Report #: SNG-000021
Client:
Hartford Homes Construction
Timnath, CO 80547
4801 Goodman St
Project:
Bloom Filing 1
FC07733.001F-340
400 North Link Lane
Fort Collins, CO 80524
Phone: 970-206-9455
Fort Collins
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
839 Aggregate Base Course: Aria Way - (south of Sykes Dr.) curb and gutter, southbound
lane, approximately station 36+40
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
840 Aggregate Base Course: Aria Way - (south of Sykes Dr.) curb and gutter, southbound
lane, approximately station 35+00
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
841 Sidewalk Subgrade: Private sidewalk, northwest corner of site, north of Barnstormer
St. - approximately 20 feet north of city sidewalk
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
842 Sidewalk Subgrade: Private sidewalk, northwest corner of site, north of Barnstormer
St. - approximately 100 feet north of city sidewalk
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
843 Sidewalk Subgrade: Private sidewalk, northwest corner of site, north of Barnstormer
St. - approximately 150 feet north of city sidewalk
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
844 Aggregate Base Course: Comet St. - curb and gutter, west bound laner, approximately
station 116+00
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
845 Aggregate Base Course: Comet St. - curb and gutter, west bound laner, approximately
station 114+00
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
846 Aggregate Base Course: Comet St. - curb and gutter, westbound lane, approximately
station 112+00
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
Remarks
A: Test results comply with specifications.
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
839 03/27/24 15 698C Granular 7.5 129.0 5.7 130.7 138.1 4 101 95 A
840 03/27/24 15 698C Granular 7.5 129.0 5.7 133.0 140.6 4 103 95 A
841 03/27/24 20 698B Cohesive 15.0 114.0 16.1 108.8 126.3 10 95 95 A
842 03/27/24 20 698B Cohesive 15.0 114.0 16.2 109.1 126.8 10 96 95 A
843 03/27/24 20 698B Cohesive 15.0 114.0 16.2 112.1 130.3 10 98 95 A
844 03/28/24 15 698C Granular 7.5 129.0 5.8 132.1 139.8 4 102 95 A
845 03/28/24 15 698C Granular 7.5 129.0 6.4 122.8 130.7 4 95 95 A
846 03/28/24 15 698C Granular 7.5 129.0 5.9 128.0 135.6 4 99 95 A
This report presents opinions formed as a result of our observations of fill placement and the test results shown above. Test data are not the sole basis for
opinions whether the fill meets project specifications. The contractor is responsible to apply necessary compaction effort and moisture to comply with project
specifications. Our test results, observations and opinions do not constitute acceptance of the work.
Page 5 of 9
Compaction Testing
Test Method: ASTM D 6938
Report Date: 04/04/2024
Report #: SNG-000021
Client:
Hartford Homes Construction
Timnath, CO 80547
4801 Goodman St
Project:
Bloom Filing 1
FC07733.001F-340
400 North Link Lane
Fort Collins, CO 80524
Phone: 970-206-9455
Fort Collins
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
847 Aggregate Base Course: Comet St. - curb and gutter, westbound lane, approximately
station 110+75
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
848 Aggregate Base Course: Comet St. - curb and gutter, eastbound lane, approximately
station 111+00
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
849 Aggregate Base Course: Comet St. - curb and gutter, eastbound lane, approximately
station 113+00
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
850 Aggregate Base Course: Comet St. - curb and gutter, eastbound lane, approximately
station 114+50
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
851 Aggregate Base Course: Comet St. - curb and gutter, eastbound lane, approximately
station 115+75
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
852 Aggregate Base Course: Roselyn St. - curb and gutter, southbound lane,
approximately station 100+50
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
853 Aggregate Base Course: Roselyn St. - curb and gutter, southbound lane,
approximately station 102+50
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
854 Aggregate Base Course: Roselyn St. - curb and gutter, southbound lane,
approximately station 104+00
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
Remarks
A: Test results comply with specifications.
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
847 03/28/24 15 698C Granular 7.5 129.0 6.9 124.0 132.5 4 96 95 A
848 03/28/24 15 698C Granular 7.5 129.0 7.2 124.6 133.6 4 97 95 A
849 03/28/24 15 698C Granular 7.5 129.0 6.3 127.9 135.9 4 99 95 A
850 03/28/24 15 698C Granular 7.5 129.0 7.5 122.0 131.1 4 95 95 A
851 03/28/24 15 698C Granular 7.5 129.0 6.8 128.6 137.4 4 100 95 A
852 03/28/24 15 698C Granular 7.5 129.0 6.0 130.9 138.8 4 101 95 A
853 03/28/24 15 698C Granular 7.5 129.0 5.8 123.4 130.6 4 96 95 A
854 03/28/24 15 698C Granular 7.5 129.0 5.6 123.7 130.6 4 96 95 A
This report presents opinions formed as a result of our observations of fill placement and the test results shown above. Test data are not the sole basis for
opinions whether the fill meets project specifications. The contractor is responsible to apply necessary compaction effort and moisture to comply with project
specifications. Our test results, observations and opinions do not constitute acceptance of the work.
Page 6 of 9
Compaction Testing
Test Method: ASTM D 6938
Report Date: 04/04/2024
Report #: SNG-000021
Client:
Hartford Homes Construction
Timnath, CO 80547
4801 Goodman St
Project:
Bloom Filing 1
FC07733.001F-340
400 North Link Lane
Fort Collins, CO 80524
Phone: 970-206-9455
Fort Collins
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
855 Aggregate Base Course: Roselyn St. - curb and gutter, northbound lane,
approximately station 104+50
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
856 Aggregate Base Course: Roselyn St. - curb and gutter, northbound lane,
approximately station 102+50
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
857 Aggregate Base Course: Roselyn St. - curb and gutter, northbound lane,
approximately station 100+50
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
858 Aggregate Base Course: Robud Farms Dr. - cul-de-sac, adjacent to Lot 23 Block 1 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
859 Aggregate Base Course: Robud Farms Dr. - cul-de-sac, center of cul-de-sac 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
860 Aggregate Base Course: Robud Farms Dr. - cul-de-sac, adjacent to Lot 24 Block 1 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
861 Aggregate Base Course: Robud Farms Dr. - westbound lane, adjacent to Lot 22 Block
1
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
862 Aggregate Base Course: Robud Farms Dr. - westbound lane, adjacent to Lot 21 Block
1
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
Remarks
A: Test results comply with specifications.
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
855 03/28/24 15 698C Granular 7.5 129.0 5.6 124.2 131.1 4 96 95 A
856 03/28/24 15 698C Granular 7.5 129.0 5.7 127.3 134.5 4 99 95 A
857 03/28/24 15 698C Granular 7.5 129.0 5.5 124.5 131.4 4 97 95 A
858 03/28/24 15 698C Granular 7.5 129.0 8.1 130.4 140.9 4 101 95 A
859 03/28/24 15 698C Granular 7.5 129.0 6.2 126.6 134.4 4 98 95 A
860 03/28/24 15 698C Granular 7.5 129.0 5.8 132.1 139.8 4 102 95 A
861 03/28/24 15 698C Granular 7.5 129.0 6.1 126.8 134.5 4 98 95 A
862 03/28/24 15 698C Granular 7.5 129.0 6.2 131.5 139.6 4 102 95 A
This report presents opinions formed as a result of our observations of fill placement and the test results shown above. Test data are not the sole basis for
opinions whether the fill meets project specifications. The contractor is responsible to apply necessary compaction effort and moisture to comply with project
specifications. Our test results, observations and opinions do not constitute acceptance of the work.
Page 7 of 9
Compaction Testing
Test Method: ASTM D 6938
Report Date: 04/04/2024
Report #: SNG-000021
Client:
Hartford Homes Construction
Timnath, CO 80547
4801 Goodman St
Project:
Bloom Filing 1
FC07733.001F-340
400 North Link Lane
Fort Collins, CO 80524
Phone: 970-206-9455
Fort Collins
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
863 Aggregate Base Course: Robud Farms Dr. - eastbound lane, adjacent to Lot 27 Block
1
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
864 Aggregate Base Course: Robud Farms Dr. - eastbound lane, adjacent to Lot 30 Block
1
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
865 Curb and Gutter Subgrade: Curb & Gutter hand pours, Aria Way, Station 34+80, right
side of street
0.0 below grade(feet)XPLORER / 3500 / 3383 / 01/24/2018 Braun, Frederick
866 Curb and Gutter Subgrade: Curb & Gutter hand pours, Aria Way, Station 34+80, left
side of street
0.0 below grade(feet)XPLORER / 3500 / 3383 / 01/24/2018 Braun, Frederick
867 Curb and Gutter Subgrade: Curb & Gutter hand pours, Aria Way, Station 36+30, right
side of street
0.0 below grade(feet)XPLORER / 3500 / 3383 / 01/24/2018 Braun, Frederick
868 Curb and Gutter Subgrade: Curb & Gutter hand pours, Aria Way, Station 36+30, left
side of street
0.0 below grade(feet)XPLORER / 3500 / 3383 / 01/24/2018 Braun, Frederick
869 Curb and Gutter Subgrade: Curb & Gutter hand pours, Aria Way, Station 38+90, left
side of street
0.0 below grade(feet)XPLORER / 3500 / 3383 / 01/24/2018 Braun, Frederick
870 Curb and Gutter Subgrade: Curb & Gutter hand pours, Aria Way, Station 40+00, left
side of street
0.0 below grade(feet)XPLORER / 3500 / 3383 / 01/24/2018 Braun, Frederick
Remarks
A: Test results comply with specifications.
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
863 03/28/24 15 698C Granular 7.5 129.0 6.9 131.0 140.1 4 102 95 A
864 03/28/24 15 698C Granular 7.5 129.0 5.9 126.2 133.6 4 98 95 A
865 03/29/24 15 698C Granular 7.5 129.0 7.5 129.2 138.9 6 100 95 A
866 03/29/24 15 698C Granular 7.5 129.0 6.9 126.7 135.4 6 98 95 A
867 03/29/24 15 698C Granular 7.5 129.0 5.8 130.5 138.1 6 101 95 A
868 03/29/24 15 698C Granular 7.5 129.0 5.8 126.8 134.2 6 98 95 A
869 03/29/24 15 698C Granular 7.5 129.0 5.9 130.0 137.7 6 101 95 A
870 03/29/24 15 698C Granular 7.5 129.0 5.7 125.3 132.4 6 97 95 A
This report presents opinions formed as a result of our observations of fill placement and the test results shown above. Test data are not the sole basis for
opinions whether the fill meets project specifications. The contractor is responsible to apply necessary compaction effort and moisture to comply with project
specifications. Our test results, observations and opinions do not constitute acceptance of the work.
Page 8 of 9
Compaction Testing
Test Method: ASTM D 6938
Report Date: 04/04/2024
Report #: SNG-000021
Client:
Hartford Homes Construction
Timnath, CO 80547
4801 Goodman St
Project:
Bloom Filing 1
FC07733.001F-340
400 North Link Lane
Fort Collins, CO 80524
Phone: 970-206-9455
Fort Collins
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
871 Curb and Gutter Subgrade: Curb & Gutter hand pours, Aria Way, Station 41+00, left
side of street
0.0 below grade(feet)XPLORER / 3500 / 3383 / 01/24/2018 Braun, Frederick
872 Curb and Gutter Subgrade: Curb & Gutter hand pours, Aria Way, Station 41+40, right
side of street
0.0 below grade(feet)XPLORER / 3500 / 3383 / 01/24/2018 Braun, Frederick
873 Curb and Gutter Subgrade: Curb & Gutter hand pours, Aria Way, Station 41+75, right
side of street
0.0 below grade(feet)XPLORER / 3500 / 3383 / 01/24/2018 Braun, Frederick
874 Curb and Gutter Subgrade: Curb & Gutter hand pours, Aria Way, Station 41+70, left
side of street
0.0 below grade(feet)XPLORER / 3500 / 3383 / 01/24/2018 Braun, Frederick
Remarks
A: Test results comply with specifications.
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
871 03/29/24 15 698C Granular 7.5 129.0 6.1 124.7 132.3 6 97 95 A
872 03/29/24 15 698C Granular 7.5 129.0 7.1 123.6 132.4 6 96 95 A
873 03/29/24 15 698C Granular 7.5 129.0 6.2 125.0 132.8 6 97 95 A
874 03/29/24 15 698C Granular 7.5 129.0 6.1 128.8 136.6 6 100 95 A
This report presents opinions formed as a result of our observations of fill placement and the test results shown above. Test data are not the sole basis for
opinions whether the fill meets project specifications. The contractor is responsible to apply necessary compaction effort and moisture to comply with project
specifications. Our test results, observations and opinions do not constitute acceptance of the work.
Page 9 of 9
Compaction Testing
Test Method: ASTM D 6938
Report Date: 04/04/2024
Report #: SNG-000021
Client:
Hartford Homes Construction
Timnath, CO 80547
4801 Goodman St
Project:
Bloom Filing 1
FC07733.001F-340
400 North Link Lane
Fort Collins, CO 80524
Phone: 970-206-9455
Fort Collins