HomeMy WebLinkAboutBloom Compaction Testing - Filed CT-CONCRETE TEST - (2)Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
875 Aggregate Base Course: Comet St. and Delozier Rd. - center of northeast curb and
gutter radius
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
876 Aggregate Base Course: Comet St. and Delozier Rd. - center of southeast curb and
gutter radius
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
877 Aggregate Base Course: Comet St. and Delozier Rd. - center of east crosspan 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
878 Aggregate Base Course: Comet St. and Aria Way - center of northeast curb and gutter
radius
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
879 Aggregate Base Course: Comet St. and Aria Way - center of southeast curb and
gutter radius
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
880 Aggregate Base Course: Comet St. and Aria Way - center of southwest curb and
gutter radius
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
881 Aggregate Base Course: Comet St. and Aria Way - center of northwest curb and
gutter radius
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
882 Sidewalk Subgrade: Tract H, between Sykes Dr. and Conquest St. - west private
sidewalk, approximately 50 feet south of Conquest St.
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
875 04/03/24 15 698C Granular 7.5 129.0 5.6 132.9 140.3 4 103 95 A
876 04/03/24 15 698C Granular 7.5 129.0 5.7 124.1 131.2 4 96 95 A
877 04/03/24 15 698C Granular 7.5 129.0 5.5 131.6 138.8 4 102 95 A
878 04/03/24 15 698C Granular 7.5 129.0 5.9 132.7 140.5 4 103 95 A
879 04/03/24 15 698C Granular 7.5 129.0 5.7 122.1 129.0 4 95 95 A
880 04/03/24 15 698C Granular 7.5 129.0 7.0 123.7 132.3 4 96 95 A
881 04/03/24 15 698C Granular 7.5 129.0 6.1 132.1 140.1 4 102 95 A
882 04/04/24 4 698B Granular 12.5 118.0 11.5 112.6 125.6 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 1 of 9
Compaction Testing
Test Method: ASTM D 6938
Report Date: 04/22/2024
Report #: SNG-000022
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
883 Sidewalk Subgrade: Tract H, between Sykes Dr. and Conquest St. - west private
sidewalk, approximately 120 feet south of Conquest St.
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
884 Sidewalk Subgrade: Tract H, between Sykes Dr. and Conquest St. - west private
sidewalk, approximately 220 feet south of Conquest St.
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
885 Sidewalk Subgrade: Tract H, between Sykes Dr. and Conquest St. - center of north
connector sidewalk
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
886 Sidewalk Subgrade: Tract H, between Sykes Dr. and Conquest St. - center of south
connector sidewalk
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
887 Sidewalk Subgrade: Tract H, between Sykes Dr. and Conquest St. - east private
sidewalk adjacent to Lots 17-22 Block 6, approximately 60 feet south of Conquest St.
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
888 Sidewalk Subgrade: Tract H, between Sykes Dr. and Conquest St. - east private
sidewalk adjacent to Lots 17-22 Block 6, approximately 125 feet south of Conquest St.
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
889 Sidewalk Subgrade: Tract H, between Sykes Dr. and Conquest St. - east private
sidewalk adjacent to Lots 17-22 Block 6, approximately 200 feet south of Conquest St.
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
890 Sidewalk Subgrade: West side of Block 2, between Lots 10 and 11 Block 2,
intersection of sidewalks
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
883 04/04/24 4 698B Granular 12.5 118.0 11.7 119.3 133.2 10 101 95 A
884 04/04/24 4 698B Granular 12.5 118.0 11.1 113.5 126.1 10 96 95 A
885 04/04/24 4 698B Granular 12.5 118.0 10.9 112.6 124.9 10 95 95 A
886 04/04/24 4 698B Granular 12.5 118.0 10.5 113.8 125.8 10 96 95 A
887 04/04/24 4 698B Granular 12.5 118.0 10.9 112.5 124.8 10 95 95 A
888 04/04/24 4 698B Granular 12.5 118.0 10.5 118.6 131.0 10 101 95 A
889 04/04/24 4 698B Granular 12.5 118.0 10.5 120.0 132.6 10 102 95 A
890 04/08/24 4 698B Granular 12.5 118.0 10.8 117.6 130.3 12 100 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 2 of 9
Compaction Testing
Test Method: ASTM D 6938
Report Date: 04/22/2024
Report #: SNG-000022
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
891 Sidewalk Subgrade: West side of Block 2, between Lots 10 and 11 Block 2, north
sidewalk tie-in, adjacent to 502 Fairchild St.
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
892 Sidewalk Subgrade: West side of Block 2, between Lots 10 and 11 Block 2, south
sidewalk tie-in, adjacent to 468 Fairchild St.
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
893 Curb and Gutter Subgrade: Tract J/Block 6 alleys, west alley, west side of alley,
approximately station 12+20
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
894 Curb and Gutter Subgrade: Tract J/Block 6 alleys, west alley, west side of alley,
approximately station 10+50
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
895 Curb and Gutter Subgrade: Tract J/Block 6 alleys, west alley, east side of alley,
approximately station 10+15
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
896 Curb and Gutter Subgrade: Tract J/Block 6 alleys, west alley, east side of alley,
approximately station 10+65
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
897 Curb and Gutter Subgrade: Tract J/Block 6 alleys, center alley, south side of alley,
approximately station 11+20 (west end)
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
898 Curb and Gutter Subgrade: Tract J/Block 6 alleys, center alley, south side of alley,
approximately station 12+20 (east end)
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
891 04/08/24 4 698B Granular 12.5 118.0 11.2 118.8 132.1 12 101 95 A
892 04/08/24 4 698B Granular 12.5 118.0 13.5 112.7 127.9 12 96 95 A
893 04/08/24 4 698B Granular 12.5 118.0 11.8 113.6 127.0 12 96 95 A
894 04/08/24 4 698B Granular 12.5 118.0 10.8 113.5 125.8 12 96 95 A
895 04/08/24 4 698B Granular 12.5 118.0 10.7 112.2 124.2 12 95 95 A
896 04/08/24 4 698B Granular 12.5 118.0 10.7 111.8 123.8 12 95 95 A
897 04/08/24 4 698B Granular 12.5 118.0 12.9 113.6 128.3 12 96 95 A
898 04/08/24 4 698B Granular 12.5 118.0 11.4 115.7 128.9 12 98 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: 04/22/2024
Report #: SNG-000022
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
899 Curb and Gutter Subgrade: Tract J/Block 6 alleys, center alley, north side of alley,
approximately station 12+25 (east end)
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
900 Curb and Gutter Subgrade: Tract J/Block 6 alleys, center alley, north side of alley,
approximately station 11+25 (west end)
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
901 Curb and Gutter Subgrade: Tract J/Block 6 alleys, east alley, east side of alley,
approximately station 10+15 (north end)
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
902 Curb and Gutter Subgrade: Tract J/Block 6 alleys, east alley, east side of alley,
approximately station 11+75 (south end)
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
903 Curb and Gutter Subgrade: Tract J/Block 6 alleys, east alley, west side of alley,
approximately station 13+00 (north end)
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
904 Curb and Gutter Subgrade: Tract J/Block 6 alleys, east alley, west side of alley,
approximately station 13+08 (south end)
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
905 Sidewalk Subgrade: Robud Farms Dr. (cul-de-sac), south side of street, adjacent to
Lot 30 Block 1
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
906 Sidewalk Subgrade: Robud Farms Dr. (cul-de-sac), south side of street, adjacent to
Lot 28 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
899 04/08/24 4 698B Granular 12.5 118.0 10.8 111.9 124.0 12 95 95 A
900 04/08/24 4 698B Granular 12.5 118.0 10.6 112.5 124.4 12 95 95 A
901 04/09/24 4 698B Granular 12.5 118.0 11.7 114.6 128.0 12 97 95 A
902 04/09/24 4 698B Granular 12.5 118.0 11.0 114.9 127.5 12 97 95 A
903 04/09/24 4 698B Granular 12.5 118.0 13.8 112.4 127.9 12 95 95 A
904 04/09/24 4 698B Granular 12.5 118.0 11.3 112.4 125.1 12 95 95 A
905 04/10/24 7 698B Granular 9.5 126.0 8.3 127.5 138.1 12 101 95 A
906 04/10/24 7 698B Granular 9.5 126.0 8.8 128.6 139.9 12 102 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: 04/22/2024
Report #: SNG-000022
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
907 Sidewalk Subgrade: Robud Farms Dr. (cul-de-sac), south side of street, adjacent to
Lot 24 Block 1
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
908 Sidewalk Subgrade: Robud Farms Dr. (cul-de-sac), south side of street, northeast
side of cul-de-sac
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
909 Sidewalk Subgrade: Robud Farms Dr. (cul-de-sac), north side of street, adjacent to
Lot 23 Block 1
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
910 Sidewalk Subgrade: Robud Farms Dr. (cul-de-sac), north side of street, adjacent to
Lot 21 Block 1
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
911 Sidewalk Subgrade: Private sidewalk (behind Lots 1-12 Block 1) approximately station
12+00 (starting at Lot 1 heading east)
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
912 Sidewalk Subgrade: Private sidewalk (behind Lots 1-12 Block 1) approximately station
14+00
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
913 Sidewalk Subgrade: Private sidewalk (behind Lots 1-12 Block 1) approximately station
16+00
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
914 Sidewalk Subgrade: Private sidewalk (behind Lots 1-12 Block 1) approximately station
18+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
907 04/10/24 7 698B Granular 9.5 126.0 7.7 127.8 137.6 12 101 95 A
908 04/10/24 7 698B Granular 9.5 126.0 7.7 127.7 137.5 12 101 95 A
909 04/10/24 7 698B Granular 9.5 126.0 9.3 125.8 137.5 12 100 95 A
910 04/10/24 7 698B Granular 9.5 126.0 7.6 126.8 136.5 12 101 95 A
911 04/10/24 4 698B Granular 12.5 118.0 11.1 114.2 126.9 12 97 95 A
912 04/10/24 4 698B Granular 12.5 118.0 10.6 112.0 123.9 12 95 95 A
913 04/10/24 4 698B Granular 12.5 118.0 12.2 111.9 125.5 12 95 95 A
914 04/10/24 4 698B Granular 12.5 118.0 10.8 114.1 126.4 12 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 5 of 9
Compaction Testing
Test Method: ASTM D 6938
Report Date: 04/22/2024
Report #: SNG-000022
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
915 Sidewalk Subgrade: Private sidewalk (behind Lots 1-12 Block 1) approximately station
19+50
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
916 Sidewalk Subgrade: Private sidewalk behind Lots 13-20 Block 1, approximately
station 10+50 (starting at north end)
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
917 Sidewalk Subgrade: Private sidewalk behind Lots 13-20 Block 1, approximately
station 11+50
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
918 Sidewalk Subgrade: Private sidewalk behind Lots 13-20 Block 1, approximately
station 12+75
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
919 Aggregate Base Course: Aria Way, northbound lane, intersection of Comet St.0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
920 Aggregate Base Course: Aria Way, northbound lane, approximately 100 feet north of
Comet St.
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
921 Aggregate Base Course: Aria Way, northbound lane, approximately 130 feet south of
Comet St.
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
922 Aggregate Base Course: Aria Way, northbound lane, approximately 275 feet south of
Comet St.
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
915 04/10/24 4 698B Granular 12.5 118.0 12.3 111.7 125.4 12 95 95 A
916 04/11/24 7 698B Granular 9.5 126.0 9.2 128.0 139.8 12 102 95 A
917 04/11/24 7 698B Granular 9.5 126.0 11.4 119.8 133.5 12 95 95 A
918 04/11/24 7 698B Granular 9.5 126.0 11.4 120.2 133.9 12 95 95 A
919 04/12/24 15 698C Granular 7.5 129.0 5.9 128.9 136.5 4 100 95 A
920 04/12/24 15 698C Granular 7.5 129.0 5.9 131.7 139.5 4 102 95 A
921 04/12/24 15 698C Granular 7.5 129.0 5.9 127.9 135.4 4 99 95 A
922 04/12/24 15 698C Granular 7.5 129.0 5.9 126.3 133.8 4 98 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: 04/22/2024
Report #: SNG-000022
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
923 Aggregate Base Course: Aria Way, northbound lane, approximately 425 feet south of
Comet St.
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
924 Aggregate Base Course: Aria Way, southbound lane, approximately 450 feet south of
Comet St.
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
925 Aggregate Base Course: Aria Way, southbound lane, approximately 300 feet south of
Comet St.
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
926 Aggregate Base Course: Aria Way, southbound lane, approximately 150 feet south of
Comet St.
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
927 Aggregate Base Course: Aria Way, southbound lane, approximately 40 feet north of
Comet St.
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
928 Aggregate Base Course: Aria Way, southbound lane, approximately 175 feet north of
Comet St.
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
929 Aggregate Base Course: Comet St. - westbound lane, approximately 75 feet west of
Aria Way
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
930 Aggregate Base Course: Comet St. - westbound lane, approximately 225 feet west of
Aria Way
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
923 04/12/24 15 698C Granular 7.5 129.0 5.6 125.4 132.4 4 97 95 A
924 04/12/24 15 698C Granular 7.5 129.0 6.1 131.9 140.0 4 102 95 A
925 04/12/24 15 698C Granular 7.5 129.0 5.6 127.6 134.8 4 99 95 A
926 04/12/24 15 698C Granular 7.5 129.0 6.6 131.8 140.5 4 102 95 A
927 04/12/24 15 698C Granular 7.5 129.0 5.8 124.8 132.0 4 97 95 A
928 04/12/24 15 698C Granular 7.5 129.0 5.7 126.6 133.8 4 98 95 A
929 04/12/24 15 698C Granular 7.5 129.0 5.9 131.7 139.5 4 102 95 A
930 04/12/24 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 7 of 9
Compaction Testing
Test Method: ASTM D 6938
Report Date: 04/22/2024
Report #: SNG-000022
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
931 Aggregate Base Course: Comet St. - westbound lane, approximately 375 feet west of
Aria Way
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
932 Aggregate Base Course: Comet St. - westbound lane, approximately 600 feet west of
Aria Way
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
933 Aggregate Base Course: Comet St. - eastbound lane, approximately 100 feet west of
Aria Way
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
934 Aggregate Base Course: Comet St. - eastbound lane, approximately 250 feet west of
Aria Way
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
935 Aggregate Base Course: Comet St. - eastbound lane, approximately 400 feet west of
Aria Way
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
936 Aggregate Base Course: Comet St. - eastbound lane, approximately 600 feet west of
Aria Way
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
937 Aggregate Base Course: Roselyn St. - southbound lane, intersection of eastbound
Comet St.
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
938 Aggregate Base Course: Roselyn St. - southbound lane, approximately 150 feet south
of Comet St.
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
931 04/12/24 15 698C Granular 7.5 129.0 5.6 131.3 138.7 4 102 95 A
932 04/12/24 15 698C Granular 7.5 129.0 5.9 131.3 139.0 4 102 95 A
933 04/12/24 15 698C Granular 7.5 129.0 6.0 130.3 138.1 4 101 95 A
934 04/12/24 15 698C Granular 7.5 129.0 5.5 126.3 133.3 4 98 95 A
935 04/12/24 15 698C Granular 7.5 129.0 6.0 130.0 137.8 4 101 95 A
936 04/12/24 15 698C Granular 7.5 129.0 6.1 132.0 140.0 4 102 95 A
937 04/12/24 15 698C Granular 7.5 129.0 6.0 131.7 139.6 4 102 95 A
938 04/12/24 15 698C Granular 7.5 129.0 5.8 130.0 137.6 4 101 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: 04/22/2024
Report #: SNG-000022
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
939 Aggregate Base Course: Roselyn St. - southbound lane, approximately 350 feet south
of Comet St.
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
940 Aggregate Base Course: Roselyn St. - northbound lane, approximately 450 feet south
of Comet St.
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
941 Aggregate Base Course: Roselyn St. - northbound lane, approximately 275 feet south
of Comet St.
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
942 Aggregate Base Course: Roselyn St. - northbound lane, approximately 75 feet south
of Comet St.
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
939 04/12/24 15 698C Granular 7.5 129.0 5.9 126.3 133.7 4 98 95 A
940 04/12/24 15 698C Granular 7.5 129.0 5.5 128.3 135.3 4 99 95 A
941 04/12/24 15 698C Granular 7.5 129.0 6.2 126.5 134.4 4 98 95 A
942 04/12/24 15 698C Granular 7.5 129.0 5.6 124.8 131.8 4 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 9 of 9
Compaction Testing
Test Method: ASTM D 6938
Report Date: 04/22/2024
Report #: SNG-000022
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