HomeMy WebLinkAboutCOMPACTION TESTING - Filed CT-CONCRETE TEST - (10)Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
943 Sidewalk Subgrade: Private sidewalk, between Lots 12 and 13 Block 1, east end of
path, approximately 8 feet west of storm culverts
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
944 Sidewalk Subgrade: Private sidewalk, between Lots 12 and 13 Block 1, west end of
path, north of storm manhole at city sidewalk
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
945 Alley Subgrade: Tract J/Block 6 alleys, west alley, adjacent to Lot 14 Block 6 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
946 Alley Subgrade: Tract J/Block 6 alleys, west alley, adjacent to Lot 25 Block 6 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
947 Alley Subgrade: Tract J/Block 6 alleys, west alley, center of west parking area 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
948 Alley Subgrade: Tract J/Block 6 alleys, center alley, adjacent to Lot 25 Block 6 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
949 Alley Subgrade: Tract J/Block 6 alleys, center alley, adjacent to Lot 29 Block 6 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
950 Alley Subgrade: Tract J/Block 6 alleys, east alley, adjacent to Lot 9 Block 6 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
943 04/16/24 7 698B Granular 9.5 126.0 8.7 120.7 131.2 12 96 95 A
944 04/16/24 7 698B Granular 9.5 126.0 9.0 122.3 133.3 12 97 95 A
945 04/17/24 4 698B Granular 12.5 118.0 10.8 113.5 125.8 12 96 95 A
946 04/17/24 4 698B Granular 12.5 118.0 10.5 113.8 125.8 12 96 95 A
947 04/17/24 4 698B Granular 12.5 118.0 10.7 118.9 131.6 12 101 95 A
948 04/17/24 4 698B Granular 12.5 118.0 10.7 116.0 128.4 12 98 95 A
949 04/17/24 4 698B Granular 12.5 118.0 10.7 117.0 129.5 12 99 95 A
950 04/18/24 4 698B Granular 12.5 118.0 11.2 111.9 124.4 12 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 13
Compaction Testing
Test Method: ASTM D 6938
Report Date: 05/23/2024
Report #: SNG-000023
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
951 Alley Subgrade: Tract J/Block 6 alleys, east alley, adjacent to Lot 30 Block 6 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
952 Alley Subgrade: Tract J/Block 6 alleys, east alley, center of east parking area 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
953 Street Subgrade: Comet St. - eastbound lane, approximately station 17+50, along curb 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
954 Street Subgrade: Comet St. - eastbound lane, approximately station 18+00, center of
lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
955 Street Subgrade: Comet St. - eastbound lane, approximately station 119+00, along
curb
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
956 Street Subgrade: Comet St. - eastbound lane, approximately station 119+50, center of
lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
957 Street Subgrade: Comet St. - westbound lane, approximately station 120+00, along
curb
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
958 Street Subgrade: Comet St. - westbound lane, approximately station 119+25, center
of lane
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
951 04/18/24 4 698B Granular 12.5 118.0 11.7 113.3 126.5 12 96 95 A
952 04/18/24 4 698B Granular 12.5 118.0 11.7 112.8 126.0 12 96 95 A
953 04/22/24 14 698C Granular 10.0 123.5 10.1 118.4 130.4 10 96 95 A
954 04/22/24 14 698C Granular 10.0 123.5 10.8 120.8 133.8 10 98 95 A
955 04/22/24 14 698C Granular 10.0 123.5 9.4 125.1 136.8 10 101 95 A
956 04/22/24 14 698C Granular 10.0 123.5 10.6 121.2 134.1 10 98 95 A
957 04/22/24 14 698C Granular 10.0 123.5 11.6 117.7 131.4 10 95 95 A
958 04/22/24 14 698C Granular 10.0 123.5 11.8 120.8 135.0 10 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 2 of 13
Compaction Testing
Test Method: ASTM D 6938
Report Date: 05/23/2024
Report #: SNG-000023
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
959 Street Subgrade: Comet St. - westbound lane, approximately station 118+50, along
curb
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
960 Street Subgrade: Comet St. - westbound lane, approximately station 117+75, center
of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
961 Street Subgrade: Comet St. - SSMH 1.3A-1, north side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
962 Street Subgrade: Comet St. - SSMH 1.3A-1, south side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
963 Street Subgrade: Comet St. - SSMH 1.3A-2, west side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
964 Street Subgrade: Comet St. - SSMH 1.3A-2, east side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
965 Street Subgrade: Comet St. - SDMH I2-A.6, south side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
966 Street Subgrade: Comet St. - SDMH I2-A.6, north side 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
959 04/22/24 14 698C Granular 10.0 123.5 12.0 117.7 131.8 10 95 95 A
960 04/22/24 14 698C Granular 10.0 123.5 10.1 122.3 134.7 10 99 95 A
961 04/22/24 14 698C Granular 10.0 123.5 10.2 117.1 129.0 10 95 95 A
962 04/22/24 14 698C Granular 10.0 123.5 10.4 118.7 131.0 10 96 95 A
963 04/22/24 14 698C Granular 10.0 123.5 8.4 120.8 131.0 10 98 95 A
964 04/22/24 14 698C Granular 10.0 123.5 9.9 117.3 128.9 10 95 95 A
965 04/22/24 14 698C Granular 10.0 123.5 8.5 117.3 127.3 10 95 95 A
966 04/22/24 14 698C Granular 10.0 123.5 8.5 117.5 127.5 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 3 of 13
Compaction Testing
Test Method: ASTM D 6938
Report Date: 05/23/2024
Report #: SNG-000023
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
967 Street Subgrade: Flourish Ln. - SSMH 1.1A.5, north side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
968 Street Subgrade: Flourish Ln. - SSMH 1.1A.5, south side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
969 Street Subgrade: Flourish Ln. - SDMH I2-A.5, west side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
970 Street Subgrade: Flourish Ln. - SDMH I2-A.5, east side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
971 Street Subgrade: Flourish Ln. - SSMH 1.1A-4, north side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
972 Street Subgrade: Flourish Ln. - SSMH 1.1A-4, south side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
973 Street Subgrade: Flourish Ln. - SDMH I2-A.4, south side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
974 Street Subgrade: Flourish Ln. - SDMH I2-A.4, north side 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
967 04/22/24 14 698C Granular 10.0 123.5 10.8 116.9 129.5 10 95 95 A
968 04/22/24 14 698C Granular 10.0 123.5 10.1 117.9 129.8 10 95 95 A
969 04/22/24 14 698C Granular 10.0 123.5 11.1 117.5 130.5 10 95 95 A
970 04/22/24 14 698C Granular 10.0 123.5 10.8 118.5 131.3 10 96 95 A
971 04/22/24 14 698C Granular 10.0 123.5 10.4 118.7 131.0 10 96 95 A
972 04/22/24 14 698C Granular 10.0 123.5 10.4 117.4 129.6 10 95 95 A
973 04/22/24 14 698C Granular 10.0 123.5 9.4 116.8 127.8 10 95 95 A
974 04/22/24 14 698C Granular 10.0 123.5 10.0 117.8 129.6 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 4 of 13
Compaction Testing
Test Method: ASTM D 6938
Report Date: 05/23/2024
Report #: SNG-000023
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
975 Street Subgrade: Flourish Ln. - SDMH I2-A.3, west side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
976 Street Subgrade: Flourish Ln. - SDMH I2-A.3, east side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
977 Street Subgrade: Flourish Ln. - SDMH I2-A.2, west side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
978 Street Subgrade: Flourish Ln. - SDMH I2-A.2, east side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
979 Street Subgrade: Flourish Ln. - SDMH I2-A.21, north side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
980 Street Subgrade: Flourish Ln. - SDMH I2-A.21, south side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
981 Street Subgrade: Flourish Ln. - SSMH 1.1A-3, west side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
982 Street Subgrade: Flourish Ln. - SSMH 1.1A-3, east side 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
975 04/22/24 14 698C Granular 10.0 123.5 10.7 117.7 130.3 10 95 95 A
976 04/22/24 14 698C Granular 10.0 123.5 11.5 118.2 131.8 10 96 95 A
977 04/22/24 14 698C Granular 10.0 123.5 10.6 118.2 130.7 10 96 95 A
978 04/22/24 14 698C Granular 10.0 123.5 10.9 116.8 129.5 10 95 95 A
979 04/22/24 14 698C Granular 10.0 123.5 10.2 117.2 129.1 10 95 95 A
980 04/22/24 14 698C Granular 10.0 123.5 10.5 117.6 130.0 10 95 95 A
981 04/22/24 14 698C Granular 10.0 123.5 10.1 117.9 129.8 10 95 95 A
982 04/22/24 14 698C Granular 10.0 123.5 9.9 118.6 130.3 10 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 5 of 13
Compaction Testing
Test Method: ASTM D 6938
Report Date: 05/23/2024
Report #: SNG-000023
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
983 Street Subgrade: Flourish Ln. - southbound lane, approximately station 120+50, along
curb
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
984 Street Subgrade: Flourish Ln. - southbound lane, approximately station 121+25,
center of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
985 Street Subgrade: Flourish Ln. - southbound lane, approximately station 122+25, along
curb
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
986 Street Subgrade: Flourish Ln. - southbound lane, approximately station 122+80,
center of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
987 Street Subgrade: Flourish Ln. - southbound lane, approximately station 123+50, along
curb
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
988 Street Subgrade: Flourish Ln. - southbound lane, intersection of Crusader St. - center
of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
989 Street Subgrade: Flourish Ln. - northbound lane, approximately station 131+00 - along
curb
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
990 Street Subgrade: Flourish Ln. - northbound lane, approximately station 124+00 -
center of lane
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
983 04/22/24 14 698C Granular 10.0 123.5 9.9 117.8 129.5 10 95 95 A
984 04/22/24 14 698C Granular 10.0 123.5 11.5 121.8 135.8 10 99 95 A
985 04/22/24 14 698C Granular 10.0 123.5 11.1 118.5 131.7 10 96 95 A
986 04/22/24 14 698C Granular 10.0 123.5 11.1 121.6 135.1 10 98 95 A
987 04/22/24 14 698C Granular 10.0 123.5 12.0 117.9 132.1 10 95 95 A
988 04/22/24 14 698C Granular 10.0 123.5 8.7 118.1 128.4 10 96 95 A
989 04/22/24 14 698C Granular 10.0 123.5 11.1 117.3 130.3 10 95 95 A
990 04/22/24 14 698C Granular 10.0 123.5 11.0 121.9 135.3 10 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 6 of 13
Compaction Testing
Test Method: ASTM D 6938
Report Date: 05/23/2024
Report #: SNG-000023
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
991 Street Subgrade: Flourish Ln. - northbound lane, approximately station 123+25 - along
curb
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
992 Street Subgrade: Flourish Ln. - northbound lane, approximately station 122+25 -
center of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
993 Street Subgrade: Flourish Ln. - northbound lane, approximately station 121+25 - along
curb
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
994 Street Subgrade: Flourish Ln. - northbound lane, intersection of Comet St. - center of
lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
995 Street Subgrade: Crusader St. (east of Aria Way) - westbound lane, approximately
station 129+50, along curb
0.0 Below top of foundation
wall (feet)
XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
996 Street Subgrade: Crusader St. (east of Aria Way) - westbound lane, approximately
station 129+25, center of lane
0.0 Below top of foundation
wall (feet)
XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
997 Street Subgrade: Crusader St. (east of Aria Way) - westbound lane, approximately
station 128+00, along curb
0.0 Below top of foundation
wall (feet)
XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
998 Street Subgrade: Crusader St. (east of Aria Way) - westbound lane, approximately
station 127+25, center of lane
0.0 Below top of foundation
wall (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
991 04/22/24 14 698C Granular 10.0 123.5 11.7 119.4 133.4 10 97 95 A
992 04/22/24 14 698C Granular 10.0 123.5 8.5 117.1 127.1 10 95 95 A
993 04/22/24 14 698C Granular 10.0 123.5 10.8 119.0 131.8 10 96 95 A
994 04/22/24 14 698C Granular 10.0 123.5 10.6 119.3 132.0 10 97 95 A
995 04/23/24 14 698C Granular 10.0 123.5 10.1 118.3 130.3 12 96 95 A
996 04/23/24 14 698C Granular 10.0 123.5 11.5 117.4 130.9 12 95 95 A
997 04/23/24 14 698C Granular 10.0 123.5 8.8 117.7 128.0 8 95 95 A
998 04/23/24 14 698C Granular 10.0 123.5 11.8 117.4 131.2 8 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 7 of 13
Compaction Testing
Test Method: ASTM D 6938
Report Date: 05/23/2024
Report #: SNG-000023
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
999 Street Subgrade: Crusader St. (east of Aria Way) - eastbound lane, approximately
station 127+35, along curb
0.0 Below top of foundation
wall (feet)
XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1000 Street Subgrade: Crusader St. (east of Aria Way) - eastbound lane, approximately
station 128+00, center of lane
0.0 Below top of foundation
wall (feet)
XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1001 Street Subgrade: Crusader St. (east of Aria Way) - eastbound lane, approximately
station 129+00, along curb
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1002 Street Subgrade: Crusader St. (east of Aria Way) - eastbound lane, approximately
station 129+50, center of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1003 Street Subgrade: Crusader St. (east of Aria Way) - SDMH I3, west side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1004 Street Subgrade: Crusader St. (east of Aria Way) - SDMH I3, east side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1005 Street Subgrade: Crusader St. (east of Aria Way) - SDMH I-3A, west side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1006 Street Subgrade: Crusader St. (east of Aria Way) - SDMH I-3A, east side 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
999 04/23/24 14 698C Granular 10.0 123.5 9.0 118.7 129.4 8 96 95 A
1000 04/23/24 14 698C Granular 10.0 123.5 11.2 117.2 130.3 8 95 95 A
1001 04/23/24 14 698C Granular 10.0 123.5 9.8 119.0 130.7 8 96 95 A
1002 04/23/24 14 698C Granular 10.0 123.5 11.5 119.0 132.7 8 96 95 A
1003 04/23/24 14 698C Granular 10.0 123.5 10.9 118.3 131.2 8 96 95 A
1004 04/23/24 14 698C Granular 10.0 123.5 11.2 117.6 130.8 8 95 95 A
1005 04/23/24 14 698C Granular 10.0 123.5 10.4 119.3 131.7 8 97 95 A
1006 04/23/24 14 698C Granular 10.0 123.5 10.0 118.6 130.5 8 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 8 of 13
Compaction Testing
Test Method: ASTM D 6938
Report Date: 05/23/2024
Report #: SNG-000023
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
1007 Street Subgrade: Crusader St. (east of Aria Way) - SSMH 1.1A-2, south side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1008 Street Subgrade: Crusader St. (east of Aria Way) - SSMH 1.1A-2, north side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1009 Street Subgrade: Crusader St. (east of Aria Way) - SSMH 1.1A-1, north side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1010 Street Subgrade: Crusader St. (east of Aria Way) - SSMH 1.1A-1, south side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1011 Street Subgrade: Flourish Ln. - fire line repair for building 5, east side of storm sewer 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1012 Street Subgrade: Flourish Ln. - fire line repair for building 5, west side of storm sewer 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1013 Alley Subgrade: Tract J/Block 6 alleys (retest after rain), west alley adjacent to Lot 25
Block 6
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1014 Alley Subgrade: Tract J/Block 6 alleys (retest after rain), west alley adjacent to Lot 14
Block 6
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
1007 04/23/24 14 698C Granular 10.0 123.5 11.0 117.7 130.7 8 95 95 A
1008 04/23/24 14 698C Granular 10.0 123.5 10.6 120.3 133.0 8 97 95 A
1009 04/23/24 14 698C Granular 10.0 123.5 9.2 123.1 134.4 8 100 95 A
1010 04/23/24 14 698C Granular 10.0 123.5 10.2 119.7 131.9 8 97 95 A
1011 04/23/24 14 698C Granular 10.0 123.5 8.5 120.6 130.8 8 98 95 A
1012 04/23/24 14 698C Granular 10.0 123.5 10.3 119.7 132.0 8 97 95 A
1013 04/23/24 4 698B Granular 12.5 118.0 12.5 112.9 127.0 12 96 95 A
1014 04/23/24 4 698B Granular 12.5 118.0 10.5 119.4 131.9 12 101 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 9 of 13
Compaction Testing
Test Method: ASTM D 6938
Report Date: 05/23/2024
Report #: SNG-000023
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
1015 Alley Subgrade: Tract J/Block 6 alleys (retest after rain), center of west parking area 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1016 Alley Subgrade: Tract J/Block 6 alleys (retest after rain), center alley, adjacent to Lot
13 Block 6
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1017 Alley Subgrade: Tract J/Block 6 alleys (retest after rain), center alley, adjacent to Lot
10 Block 6
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1018 Alley Subgrade: Tract J/Block 6 alleys (retest after rain), east alley, adjacent to Lot 30
Block 6
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1019 Alley Subgrade: Tract J/Block 6 alleys (retest after rain), east alley, adjacent to Lot 9
Block 6
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1020 Alley Subgrade: Tract J/Block 6 alleys (retest after rain), center of east parking area 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1021 Street Subgrade: Crusader St. - (west of Aria Way) SDMH I4, north side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1022 Street Subgrade: Crusader St. - (west of Aria Way) SDMH I4, south side 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
1015 04/23/24 4 698B Granular 12.5 118.0 10.8 119.4 132.3 12 101 95 A
1016 04/23/24 4 698B Granular 12.5 118.0 11.3 119.1 132.5 12 101 95 A
1017 04/23/24 4 698B Granular 12.5 118.0 11.4 117.9 131.3 12 100 95 A
1018 04/23/24 4 698B Granular 12.5 118.0 11.1 115.7 128.6 12 98 95 A
1019 04/23/24 4 698B Granular 12.5 118.0 11.5 116.6 130.0 12 99 95 A
1020 04/23/24 4 698B Granular 12.5 118.0 11.5 114.1 127.2 12 97 95 A
1021 04/24/24 14 698C Granular 10.0 123.5 8.0 118.3 127.8 8 96 95 A
1022 04/24/24 14 698C Granular 10.0 123.5 8.8 117.6 127.9 8 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 10 of 13
Compaction Testing
Test Method: ASTM D 6938
Report Date: 05/23/2024
Report #: SNG-000023
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
1023 Street Subgrade: Crusader St. - (west of Aria Way) SDMH I4.1, west side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1024 Street Subgrade: Crusader St. - (west of Aria Way) SDMH I4.1, east side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1025 Street Subgrade: Crusader St. - (west of Aria Way) SDMH I4.2, north side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1026 Street Subgrade: Crusader St. - (west of Aria Way) SDMH I4.2, south side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1027 Street Subgrade: Crusader St. - (west of Aria Way) SSMH 1.1, west side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1028 Street Subgrade: Crusader St. - (west of Aria Way) SSMH 1.1, east side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1029 Street Subgrade: Crusader St. - (west of Aria Way) SSMH 1.1-1, south side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1030 Street Subgrade: Crusader St. - (west of Aria Way) SSMH 1.1-1, north side 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
1023 04/24/24 14 698C Granular 10.0 123.5 9.0 116.9 127.4 8 95 95 A
1024 04/24/24 14 698C Granular 10.0 123.5 8.5 119.0 129.1 8 96 95 A
1025 04/24/24 14 698C Granular 10.0 123.5 9.2 119.2 130.2 8 97 95 A
1026 04/24/24 14 698C Granular 10.0 123.5 9.9 117.0 128.6 8 95 95 A
1027 04/24/24 14 698C Granular 10.0 123.5 9.1 118.3 129.1 8 96 95 A
1028 04/24/24 14 698C Granular 10.0 123.5 11.1 118.6 131.8 8 96 95 A
1029 04/24/24 14 698C Granular 10.0 123.5 9.7 118.9 130.4 8 96 95 A
1030 04/24/24 14 698C Granular 10.0 123.5 8.7 118.6 128.9 8 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 11 of 13
Compaction Testing
Test Method: ASTM D 6938
Report Date: 05/23/2024
Report #: SNG-000023
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
1031 Street Subgrade: Crusader St. - (west of Aria Way) SSMH 1.1-2, north side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1032 Street Subgrade: Crusader St. - (west of Aria Way) SSMH 1.1-2, south side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1033 Street Subgrade: Crusader St. - (west of Aria Way) SSMH 1.1-3, west side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1034 Street Subgrade: Crusader St. - (west of Aria Way) SSMH 1.1-3, east side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1035 Street Subgrade: Crusader St. - (west of Aria Way) SSMH 1.1-4, north side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1036 Street Subgrade: Crusader St. - (west of Aria Way) SSMH 1.1-4, south side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1037 Street Subgrade: Crusader St. - (west of Aria Way), westbound lane, intersection of
Aria Way, center of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1038 Street Subgrade: Crusader St. - (west of Aria Way), westbound lane, approximately
station 125+75, along curb
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
1031 04/24/24 14 698C Granular 10.0 123.5 9.2 116.9 127.6 8 95 95 A
1032 04/24/24 14 698C Granular 10.0 123.5 9.3 117.9 128.9 8 95 95 A
1033 04/24/24 14 698C Granular 10.0 123.5 9.1 117.2 127.9 8 95 95 A
1034 04/24/24 14 698C Granular 10.0 123.5 8.8 117.7 128.0 8 95 95 A
1035 04/24/24 14 698C Granular 10.0 123.5 9.2 118.3 129.2 8 96 95 A
1036 04/24/24 14 698C Granular 10.0 123.5 10.4 117.0 129.2 8 95 95 A
1037 04/24/24 14 698C Granular 10.0 123.5 9.2 119.3 130.3 8 97 95 A
1038 04/24/24 14 698C Granular 10.0 123.5 8.7 120.6 131.1 8 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 12 of 13
Compaction Testing
Test Method: ASTM D 6938
Report Date: 05/23/2024
Report #: SNG-000023
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
1039 Street Subgrade: Crusader St. - (west of Aria Way), westbound lane, approximately
station 125+25, center of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1040 Street Subgrade: Crusader St. - (west of Aria Way), westbound lane, approximately
station 124+50, along curb
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1041 Street Subgrade: Crusader St. - (west of Aria Way), westbound lane, intersection of
Roselyn Rd. - center of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1042 Street Subgrade: Crusader St. - (west of Aria Way), westbound lane, approximately
station 123+25
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
1039 04/24/24 14 698C Granular 10.0 123.5 9.6 124.0 135.9 8 100 95 A
1040 04/24/24 14 698C Granular 10.0 123.5 8.7 118.8 129.1 8 96 95 A
1041 04/24/24 14 698C Granular 10.0 123.5 10.2 118.7 130.8 8 96 95 A
1042 04/24/24 14 698C Granular 10.0 123.5 9.3 118.1 129.1 8 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 13 of 13
Compaction Testing
Test Method: ASTM D 6938
Report Date: 05/23/2024
Report #: SNG-000023
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