HomeMy WebLinkAboutCOMPACTION TESTING - Filed CT-CONCRETE TEST - (11)Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
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
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
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
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
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
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-000024
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
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
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
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
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
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
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-000024
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
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
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
1043 Street Subgrade: Crusader St. - (west of Aria Way), westbound lane, approximately
station 122+25, center of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1044 Street Subgrade: Crusader St. - (west of Aria Way), westbound lane, approximately
station 121+50, 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
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
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
1043 04/24/24 14 698C Granular 10.0 123.5 10.6 120.5 133.3 8 98 95 A
1044 04/24/24 14 698C Granular 10.0 123.5 11.6 117.3 130.9 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 3 of 13
Compaction Testing
Test Method: ASTM D 6938
Report Date: 05/23/2024
Report #: SNG-000024
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
1045 Street Subgrade: Crusader St. - (west of Aria Way), westbound lane, approximately
station 121+75, center of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1046 Street Subgrade: Crusader St. - (west of Aria Way), eastbound lane, approximately
station 1210+75, along curb
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1047 Street Subgrade: Crusader St. - (west of Aria Way), eastbound lane, approximately
station 121+75, center of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1048 Street Subgrade: Crusader St. - (west of Aria Way), eastbound lane, approximately
station 122+50, along curb
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1049 Street Subgrade: Crusader St. - (west of Aria Way), eastbound lane, approximately
station 123+00, center of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1050 Street Subgrade: Crusader St. - (west of Aria Way), eastbound lane, approximately
station 124+00, along curb
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1051 Street Subgrade: Crusader St. - (west of Aria Way), eastbound lane, approximately
station 124+75, center of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1052 Street Subgrade: Crusader St. - (west of Aria Way), eastbound lane, approximately
station 125+50, 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
1045 04/24/24 14 698C Granular 10.0 123.5 8.6 118.8 129.0 8 96 95 A
1046 04/24/24 14 698C Granular 10.0 123.5 11.4 117.1 130.5 8 95 95 A
1047 04/24/24 14 698C Granular 10.0 123.5 10.2 118.8 130.9 8 96 95 A
1048 04/24/24 14 698C Granular 10.0 123.5 11.7 117.5 131.3 8 95 95 A
1049 04/24/24 14 698C Granular 10.0 123.5 8.6 118.7 128.9 8 96 95 A
1050 04/24/24 14 698C Granular 10.0 123.5 8.6 120.3 130.7 8 97 95 A
1051 04/24/24 14 698C Granular 10.0 123.5 9.3 117.5 128.4 8 95 95 A
1052 04/24/24 14 698C Granular 10.0 123.5 8.1 118.1 127.7 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 4 of 13
Compaction Testing
Test Method: ASTM D 6938
Report Date: 05/23/2024
Report #: SNG-000024
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
1053 Street Subgrade: Crusader St. - (west of Aria Way), eastbound lane, intersection of
Aria Way, center of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1054 Street Subgrade: Aria Way - (south of Crusader St.), southbound lane, approximately
station 42+75, along curb
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1055 Street Subgrade: Aria Way - (south of Crusader St.), southbound lane, approximately
station 43+80, center of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1056 Street Subgrade: Aria Way - (south of Crusader St.), northbound lane, approximately
station 44+50, along curb
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1057 Street Subgrade: Aria Way - (south of Crusader St.), northbound lane, approximately
station 43+25, center of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1058 Street Subgrade: Aria Way - (south of Crusader St.), SDMH J4.1, north side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1059 Street Subgrade: Aria Way - (south of Crusader St.), SDMH J4.1, south side 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1060 Street Sub-Excavation and Backfill: Street repair, Greenfields Drive, Station 34+80,
west curb
1.5 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.
1060: Curb, adjacent street and underlying subgrade was removed to
fix frost heave in subgrade
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
1053 04/24/24 14 698C Granular 10.0 123.5 10.2 118.2 130.3 8 96 95 A
1054 04/24/24 14 698C Granular 10.0 123.5 8.4 118.1 128.0 8 96 95 A
1055 04/24/24 14 698C Granular 10.0 123.5 10.3 121.0 133.5 8 98 95 A
1056 04/24/24 14 698C Granular 10.0 123.5 11.4 118.2 131.7 8 96 95 A
1057 04/24/24 14 698C Granular 10.0 123.5 11.0 120.8 134.1 8 98 95 A
1058 04/24/24 14 698C Granular 10.0 123.5 12.0 118.6 132.8 8 96 95 A
1059 04/24/24 14 698C Granular 10.0 123.5 11.9 117.5 131.5 8 95 95 A
1060 05/02/24 9 698A Granular 14.0 117.0 15.3 113.5 130.9 8 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 13
Compaction Testing
Test Method: ASTM D 6938
Report Date: 05/23/2024
Report #: SNG-000024
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
1061 Street Sub-Excavation and Backfill: Street repair, Greenfields Drive, Station 34+60,
west curb
1.5 below grade(feet)XPLORER / 3500 / 3383 / 01/24/2018 Braun, Frederick
1062 Aggregate Base Course: Curb and Gutter, Crusader Street, Station 128+50, left side
of street
0.0 below grade(feet)XPLORER / 3500 / 3383 / 01/24/2018 Braun, Frederick
1063 Aggregate Base Course: Curb and Gutter, Flourish Lane, Station 124+50, right side of
street
0.0 below grade(feet)XPLORER / 3500 / 3383 / 01/24/2018 Braun, Frederick
1064 Aggregate Base Course: Curb and Gutter, Flourish Lane, Station 122+00, right side of
street
0.0 below grade(feet)XPLORER / 3500 / 3383 / 01/24/2018 Braun, Frederick
1065 Aggregate Base Course: Curb and Gutter, Flourish Lane, Station 120+50, right side of
street
0.0 below grade(feet)XPLORER / 3500 / 3383 / 01/24/2018 Braun, Frederick
1066 Aggregate Base Course: Curb and Gutter, Comet Street, Station 118+50, right side of
street
0.0 below grade(feet)XPLORER / 3500 / 3383 / 01/24/2018 Braun, Frederick
1067 Aggregate Base Course: Curb and Gutter, Crusader Street, Station 129+00, right side
of street
0.0 below grade(feet)XPLORER / 3500 / 3383 / 01/24/2018 Braun, Frederick
1068 Aggregate Base Course: Curb and Gutter, Flourish Lane, Station 124+50, 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
1061 05/02/24 9 698A Granular 14.0 117.0 15.7 113.8 131.7 8 97 95 A
1062 05/02/24 15 698C Granular 7.5 129.0 6.7 128.5 137.1 6 100 95 A
1063 05/02/24 15 698C Granular 7.5 129.0 5.7 127.4 134.6 6 99 95 A
1064 05/02/24 15 698C Granular 7.5 129.0 5.6 127.1 134.2 6 99 95 A
1065 05/02/24 15 698C Granular 7.5 129.0 6.2 129.4 137.4 6 100 95 A
1066 05/02/24 15 698C Granular 7.5 129.0 5.8 125.2 132.5 6 97 95 A
1067 05/03/24 15 698C Granular 7.5 129.0 6.6 132.5 141.2 6 103 95 A
1068 05/03/24 15 698C Granular 7.5 129.0 6.6 131.6 140.3 6 102 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 6 of 13
Compaction Testing
Test Method: ASTM D 6938
Report Date: 05/23/2024
Report #: SNG-000024
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
1069 Aggregate Base Course: Curb and Gutter, Flourish Lane, Station 122+50, left side of
street
0.0 below grade(feet)XPLORER / 3500 / 3383 / 01/24/2018 Braun, Frederick
1070 Aggregate Base Course: Curb and Gutter, Flourish Lane, Station 121+00, left side of
street
0.0 below grade(feet)XPLORER / 3500 / 3383 / 01/24/2018 Braun, Frederick
1071 Aggregate Base Course: Curb and Gutter, Comet Street, Station 119+00, left side of
street
0.0 below grade(feet)XPLORER / 3500 / 3383 / 01/24/2018 Braun, Frederick
1072 Curb and Gutter Subgrade: Crusader Street, Station 129+00, south side of street,
machine pour
0.0 below grade(feet)XPLORER / 3500 / 3383 / 01/24/2018 Braun, Frederick
1073 Curb and Gutter Subgrade: Comet Street, Station 117+30, north side of street, hand
pour
0.0 below grade(feet)XPLORER / 3500 / 3383 / 01/24/2018 Braun, Frederick
1074 Curb and Gutter Subgrade: Comet Street, Station 117+30, south side of street, hand
pour
0.0 below grade(feet)XPLORER / 3500 / 3383 / 01/24/2018 Braun, Frederick
1075 Curb and Gutter Subgrade: Comet Street and Flourish Lane, radius on southwest
corner of streets
0.0 below grade(feet)XPLORER / 3500 / 3383 / 01/24/2018 Braun, Frederick
1076 Curb and Gutter Subgrade: Crusader Street and Flourish Lane, radius on northwest
corner of streets
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
1069 05/03/24 15 698C Granular 7.5 129.0 6.5 127.3 135.6 6 99 95 A
1070 05/03/24 15 698C Granular 7.5 129.0 6.3 130.1 138.3 6 101 95 A
1071 05/03/24 15 698C Granular 7.5 129.0 5.8 131.3 138.9 6 102 95 A
1072 05/06/24 15 698C Granular 7.5 129.0 5.6 127.9 135.1 6 99 95 A
1073 05/06/24 15 698C Granular 7.5 129.0 6.6 123.1 131.2 6 95 95 A
1074 05/06/24 15 698C Granular 7.5 129.0 5.7 122.4 129.4 6 95 95 A
1075 05/06/24 15 698C Granular 7.5 129.0 5.8 123.4 130.6 6 96 95 A
1076 05/06/24 15 698C Granular 7.5 129.0 6.8 126.6 135.2 6 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 7 of 13
Compaction Testing
Test Method: ASTM D 6938
Report Date: 05/23/2024
Report #: SNG-000024
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
1077 Curb and Gutter Subgrade: Crusader Street and Aria Way, radius on northeast corner
of streets
0.0 below grade(feet)XPLORER / 3500 / 3383 / 01/24/2018 Braun, Frederick
1078 Aggregate Base Course: Curb & Gutter, Tract J alleys, west side of Lot 14, Block 6 0.0 below grade(feet)XPLORER / 3500 / 3383 / 01/24/2018 Braun, Frederick
1079 Aggregate Base Course: Curb & Gutter, Tract J, south side of cross pan southwest of
Lot 25, Block 6
0.0 below grade(feet)XPLORER / 3500 / 3383 / 01/24/2018 Braun, Frederick
1080 Aggregate Base Course: Curb & Gutter, Tract J, north side of cross pan southwest of
Lot 25, Block 6
0.0 below grade(feet)XPLORER / 3500 / 3383 / 01/24/2018 Braun, Frederick
1081 Aggregate Base Course: Curb & Gutter, Tract J, south side of cross pan southeast of
Lot 30, Block 6
0.0 below grade(feet)XPLORER / 3500 / 3383 / 01/24/2018 Braun, Frederick
1082 Aggregate Base Course: Curb & Gutter, Tract J, north side of cross pan southeast of
Lot 30, Block 6
0.0 below grade(feet)XPLORER / 3500 / 3383 / 01/24/2018 Braun, Frederick
1083 Aggregate Base Course: Curb & Gutter, Tract J alleys, east side of Lot 9, Block 6 0.0 below grade(feet)XPLORER / 3500 / 3383 / 01/24/2018 Braun, Frederick
1084 Aggregate Base Course: Curb & Gutter, Tract J alleys, north side of Lot 12, Block 6 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
1077 05/06/24 15 698C Granular 7.5 129.0 6.4 124.1 132.0 6 96 95 A
1078 05/07/24 15 698C Granular 7.5 129.0 5.9 130.4 138.1 6 101 95 A
1079 05/07/24 15 698C Granular 7.5 129.0 6.0 124.8 132.3 6 97 95 A
1080 05/07/24 15 698C Granular 7.5 129.0 5.5 123.6 130.4 6 96 95 A
1081 05/07/24 15 698C Granular 7.5 129.0 6.3 122.4 130.1 6 95 95 A
1082 05/07/24 15 698C Granular 7.5 129.0 5.8 123.2 130.3 6 96 95 A
1083 05/07/24 15 698C Granular 7.5 129.0 5.6 129.0 136.2 6 100 95 A
1084 05/07/24 15 698C Granular 7.5 129.0 6.1 129.1 137.0 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 8 of 13
Compaction Testing
Test Method: ASTM D 6938
Report Date: 05/23/2024
Report #: SNG-000024
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
1085 Sidewalk Subgrade: Parkland Street, east side of cul-de-sac 0.0 below grade(feet)XPLORER / 3500 / 3383 / 01/24/2018 Braun, Frederick
1086 Sidewalk Subgrade: Parkland Street, northeast side of cul-de-sac 0.0 below grade(feet)XPLORER / 3500 / 3383 / 01/24/2018 Braun, Frederick
1087 Aggregate Base Course: Southeast corner of Aria Way and Crusader Street 0.0 below grade(feet)XPLORER / 3500 / 3383 / 01/24/2018 Braun, Frederick
1088 Aggregate Base Course: Curb and Gutter, Aria Way, Station 44+00, west side 0.0 below grade(feet)XPLORER / 3500 / 3383 / 01/24/2018 Braun, Frederick
1089 Aggregate Base Course: Curb and Gutter, Crusader Street, Station 126+40, north side 0.0 below grade(feet)XPLORER / 3500 / 3383 / 01/24/2018 Braun, Frederick
1090 Aggregate Base Course: Curb and Gutter, Crusader Street, Station 123+50, north side 0.0 below grade(feet)XPLORER / 3500 / 3383 / 01/24/2018 Braun, Frederick
1091 Aggregate Base Course: Curb and Gutter, Crusader Street, Station 124+00, north side 0.0 below grade(feet)XPLORER / 3500 / 3383 / 01/24/2018 Braun, Frederick
1092 Aggregate Base Course: Tract J/ Block 6, 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
1085 05/08/24 6 698C Granular 7.0 131.5 8.2 127.0 137.4 8 97 95 A
1086 05/08/24 6 698C Granular 7.0 131.5 8.5 126.1 136.8 8 96 95 A
1087 05/08/24 15 698C Granular 7.5 129.0 5.9 128.3 135.9 6 99 95 A
1088 05/08/24 15 698C Granular 7.5 129.0 6.5 131.7 140.2 6 102 95 A
1089 05/09/24 15 698C Granular 7.5 129.0 7.6 124.4 133.9 6 96 95 A
1090 05/09/24 15 698C Granular 7.5 129.0 5.8 128.3 135.7 6 99 95 A
1091 05/09/24 15 698C Granular 7.5 129.0 6.1 125.7 133.4 6 97 95 A
1092 04/30/24 15 698C Granular 7.5 129.0 6.9 131.4 140.5 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 9 of 13
Compaction Testing
Test Method: ASTM D 6938
Report Date: 05/23/2024
Report #: SNG-000024
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
1093 Aggregate Base Course: Tract J/ Block 6, west alley, adjacent to Lot 25 Block 6 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1094 Aggregate Base Course: Tract J/ Block 6, center of west parking 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1095 Aggregate Base Course: Tract J/ Block 6, center alley, adjacent to Lot 26 Block 6 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1096 Aggregate Base Course: Tract J/ Block 6, center alley, adjacent to Lot 30 Block 6 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1097 Aggregate Base Course: Tract J/ Block 6, east alley, adjacent to Lot 9 Block 6 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1098 Aggregate Base Course: Tract J/ Block 6, east alley, adjacent to Lot 30 Block 6 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1099 Aggregate Base Course: Tract J/ Block 6, center of east parking lot 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1100 Aggregate Base Course: Aria Way, curb and gutter, southbound lane, approximately
station 42+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
1093 04/30/24 15 698C Granular 7.5 129.0 5.8 131.3 138.9 4 102 95 A
1094 04/30/24 15 698C Granular 7.5 129.0 6.2 132.0 140.2 4 102 95 A
1095 04/30/24 15 698C Granular 7.5 129.0 7.4 131.0 140.7 4 102 95 A
1096 04/30/24 15 698C Granular 7.5 129.0 6.5 130.2 138.6 4 101 95 A
1097 04/30/24 15 698C Granular 7.5 129.0 6.3 129.4 137.6 10 100 95 A
1098 04/30/24 15 698C Granular 7.5 129.0 6.8 131.6 140.5 10 102 95 A
1099 04/30/24 15 698C Granular 7.5 129.0 6.2 130.7 138.8 10 101 95 A
1100 05/01/24 15 698C Granular 7.5 129.0 5.9 132.2 140.0 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 10 of 13
Compaction Testing
Test Method: ASTM D 6938
Report Date: 05/23/2024
Report #: SNG-000024
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
1101 Aggregate Base Course: Aria Way, curb and gutter, southbound lane, approximately
station 43+90
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1102 Aggregate Base Course: Aria Way, curb and gutter, northbound lane, approximately
station 44+45
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1103 Aggregate Base Course: Aria Way, curb and gutter, northbound lane, approximately
station 43+25
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1104 Aggregate Base Course: Crusader St. - curb and gutter, eastbound lane,
approximately station 125+75
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1105 Aggregate Base Course: Crusader St. - curb and gutter, eastbound lane,
approximately station 123+75
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1106 Aggregate Base Course: Crusader St. - curb and gutter, eastbound lane,
approximately station 123+75
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1107 Aggregate Base Course: Crusader St. - curb and gutter, eastbound lane,
approximately station 121+75
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1108 Aggregate Base Course: Crusader St. - curb and gutter, eastbound lane,
approximately station 121+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
1101 05/01/24 15 698C Granular 7.5 129.0 5.5 125.6 132.5 4 97 95 A
1102 05/01/24 15 698C Granular 7.5 129.0 6.1 122.2 129.6 4 95 95 A
1103 05/01/24 15 698C Granular 7.5 129.0 7.2 131.4 140.9 4 102 95 A
1104 05/01/24 15 698C Granular 7.5 129.0 8.1 127.9 138.3 4 99 95 A
1105 05/01/24 15 698C Granular 7.5 129.0 7.3 131.0 140.5 4 102 95 A
1106 05/01/24 15 698C Granular 7.5 129.0 7.3 131.0 140.5 4 102 95 A
1107 05/01/24 15 698C Granular 7.5 129.0 5.9 127.2 134.7 4 99 95 A
1108 05/01/24 15 698C Granular 7.5 129.0 5.7 130.6 138.0 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 11 of 13
Compaction Testing
Test Method: ASTM D 6938
Report Date: 05/23/2024
Report #: SNG-000024
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
1109 Aggregate Base Course: Crusader St. - curb and gutter, westbound lane,
approximately station 120+75
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1110 Aggregate Base Course: Crusader St. - curb and gutter, westbound lane,
approximately station 122+75
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1111 Aggregate Base Course: Crusader St. - curb and gutter, westbound lane,
approximately station 124+50
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1112 Aggregate Base Course: Crusader St. - curb and gutter, westbound lane,
approximately station 125+75
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1113 Street Subgrade: Flourish Ln. - in front of inlet S-205 (east inlet)0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1114 Street Subgrade: Flourish Ln. - in front of inlet S-202 (west inlet)0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1115 Street Subgrade: Crusader St. (east of Aria Way), in front of inlet S-211 (south inlet)0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1116 Street Subgrade: Crusader St. (east of Aria Way), in front of inlet S-210 (north inlet)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
1109 05/01/24 15 698C Granular 7.5 129.0 7.5 126.5 136.0 4 98 95 A
1110 05/01/24 15 698C Granular 7.5 129.0 7.2 126.5 135.6 4 98 95 A
1111 05/01/24 15 698C Granular 7.5 129.0 6.6 124.7 132.9 4 97 95 A
1112 05/01/24 15 698C Granular 7.5 129.0 6.6 125.1 133.3 4 97 95 A
1113 04/26/24 50 Cohesive 13.5 113.5 14.8 110.1 126.4 8 97 95 A
1114 04/26/24 50 Cohesive 13.5 113.5 14.6 110.0 126.1 8 97 95 A
1115 04/26/24 50 Cohesive 13.5 113.5 14.8 109.3 125.5 8 96 95 A
1116 04/26/24 50 Cohesive 13.5 113.5 14.5 113.6 130.1 8 100 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 12 of 13
Compaction Testing
Test Method: ASTM D 6938
Report Date: 05/23/2024
Report #: SNG-000024
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
1117 Street Subgrade: Crusader St. (west of Aria Way), in front of inlet I4.1-A.1(north inlet)0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1118 Street Subgrade: Crusader St. (west of Aria Way), in front of inlet I4.1-A (south inlet)0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1119 Street Subgrade: Aria Way, in front of inlet J4.1-A.1 (west inlet)0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1120 Street Subgrade: Aria Way, in front of inlet J4.2 (east inlet)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
1117 04/26/24 50 Cohesive 13.5 113.5 14.5 110.7 126.7 8 98 95 A
1118 04/26/24 50 Cohesive 13.5 113.5 14.6 109.1 125.0 8 96 95 A
1119 04/26/24 50 Cohesive 13.5 113.5 14.7 111.3 127.7 8 98 95 A
1120 04/26/24 50 Cohesive 13.5 113.5 14.7 108.5 124.4 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-000024
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