HomeMy WebLinkAboutCOMPACTION TESTING - Filed CT-CONCRETE TEST - (12)Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
711 Sidewalk Subgrade: Southwest corner of Greenfields Dr. and Sykes Dr. - center of
ramp
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
712 Sidewalk Subgrade: Southwest corner of Greenfields Dr. and Sykes Dr. -
approximately 15 feet south of ramp
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
713 Sidewalk Subgrade: Southwest corner Greenfields Dr. and Donella Dr. - center of
ramp
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
714 Sidewalk Subgrade: Greenfields Dr. - east side of street, starting at roundabout
heading north, approximately station 51+50
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
715 Sidewalk Subgrade: Greenfields Dr. - east side of street, starting at roundabout
heading north, approximately station 50+50
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
716 Sidewalk Subgrade: Greenfields Dr. - east side of street, starting at roundabout
heading north, approximately station 53+80
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
717 Sidewalk Subgrade: Greenfields Dr. - east side of street, starting at roundabout
heading north, approximately station 52+40
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
718 Sidewalk Subgrade: Greenfields Dr. - east side of street, starting at roundabout
heading north, approximately station 50+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
711 03/04/24 4 698B Granular 12.5 118.0 11.0 115.9 128.7 12 98 95 A
712 03/04/24 4 698B Granular 12.5 118.0 10.6 112.8 124.8 12 96 95 A
713 03/04/24 4 698B Granular 12.5 118.0 10.5 118.1 130.5 12 100 95 A
714 03/04/24 4 698B Granular 12.5 118.0 10.8 119.4 132.3 12 101 95 A
715 03/04/24 4 698B Granular 12.5 118.0 10.5 114.1 126.1 12 97 95 A
716 03/04/24 4 698B Granular 12.5 118.0 10.7 111.8 123.8 12 95 95 A
717 03/04/24 4 698B Granular 12.5 118.0 10.5 112.8 124.7 12 96 95 A
718 03/04/24 4 698B Granular 12.5 118.0 10.8 112.6 124.8 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 12
Compaction Testing
Test Method: ASTM D 6938
Report Date: 03/22/2024
Report #: SNG-000020
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
719 Sidewalk Subgrade: Greenfields Dr. - east side of street, starting at Donella Dr.
heading north, approximately station 53+50
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
720 Sidewalk Subgrade: Greenfields Dr. - east side of street, starting at Donella Dr.
heading north, approximately station 52+00
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
721 Sidewalk Subgrade: Greenfields Dr. - east side of street, starting at Donella Dr.
heading north, approximately station 50+50
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
722 Sidewalk Subgrade: Greenfields Dr. - east side of street, starting at Donella Dr.
heading north, approximately station 68+12
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
723 Sidewalk Subgrade: Greenfields Dr. - east side of street, starting at Donella Dr.
heading north, approximately station 66+25
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
724 Sidewalk Subgrade: Greenfields Dr. - east side of street, starting at Donella Dr.
heading north, approximately station 64+25
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
725 Sidewalk Subgrade: Greenfields Dr. - east side of street, starting at Donella Dr.
heading north, approximately station 62+25
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
726 Sidewalk Subgrade: Greenfields Dr. - east side of street, starting at intersection of
International Blvd. heading north, approximately station 60+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
719 03/05/24 4 698B Granular 12.5 118.0 10.5 112.1 123.9 10 95 95 A
720 03/05/24 4 698B Granular 12.5 118.0 10.6 111.7 123.5 10 95 95 A
721 03/05/24 4 698B Granular 12.5 118.0 10.8 112.1 124.2 10 95 95 A
722 03/05/24 4 698B Granular 12.5 118.0 12.1 112.8 126.5 10 96 95 A
723 03/05/24 4 698B Granular 12.5 118.0 11.2 112.5 125.1 10 95 95 A
724 03/05/24 4 698B Granular 12.5 118.0 10.6 114.9 127.1 10 97 95 A
725 03/05/24 4 698B Granular 12.5 118.0 10.6 112.7 124.7 10 96 95 A
726 03/05/24 4 698B Granular 12.5 118.0 10.6 117.4 129.9 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 2 of 12
Compaction Testing
Test Method: ASTM D 6938
Report Date: 03/22/2024
Report #: SNG-000020
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
727 Sidewalk Subgrade: Greenfields Dr. - east side of street, starting at intersection of
International Blvd. heading north, approximately station 58+25
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
728 Sidewalk Subgrade: Greenfields Dr. - east side of street, north of International Blvd. -
approximately station 56+25
0.0 Below final grade (feet)XPLORER / 3500 / 3383 / 01/24/2018 Matte, Ryan
729 Sidewalk Subgrade: Greenfields Dr. - east side of street, north of International Blvd. -
approximately station 54+25
0.0 Below final grade (feet)XPLORER / 3500 / 3383 / 01/24/2018 Matte, Ryan
730 Sidewalk Subgrade: Greenfields Dr. - east side of street, north of International Blvd. -
approximately station 59+25
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
731 Sidewalk Subgrade: Greenfields Dr. - east side of street, north of International Blvd. -
approximately station 57+25
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
732 Sidewalk Subgrade: Greenfields Dr. - east side of street, north of International Blvd. -
approximately station 55+25
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
733 Sidewalk Subgrade: Greenfields Dr. - east side of street, north of International Blvd. -
approximately station 53+25
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
734 Sidewalk Subgrade: Greenfields Dr. - east side of street, north of International Blvd. -
approximately station 51+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
727 03/05/24 4 698B Granular 12.5 118.0 10.5 113.1 125.0 10 96 95 A
728 03/06/24 4 698B Granular 12.5 118.0 10.8 111.8 123.9 12 95 95 A
729 03/06/24 4 698B Granular 12.5 118.0 11.3 112.8 125.5 12 96 95 A
730 03/11/24 4 698B Granular 12.5 118.0 10.8 116.5 129.1 10 99 95 A
731 03/11/24 4 698B Granular 12.5 118.0 11.2 112.2 124.8 10 95 95 A
732 03/11/24 4 698B Granular 12.5 118.0 11.8 113.1 126.4 10 96 95 A
733 03/11/24 4 698B Granular 12.5 118.0 10.5 111.8 123.5 10 95 95 A
734 03/11/24 4 698B Granular 12.5 118.0 10.8 114.2 126.5 10 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 3 of 12
Compaction Testing
Test Method: ASTM D 6938
Report Date: 03/22/2024
Report #: SNG-000020
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
735 Street Subgrade: Robud Farms Dr. - cul-de-sac, eastbound lane, approximately
station 85+50, along curb (informational only)
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
736 Street Subgrade: Robud Farms Dr. - cul-de-sac, eastbound lane, approximately
station 85+50, center of lane (informational only)
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
737 Sidewalk Subgrade: Greenfields Dr. - east side of street, southeast corner of Donella
Dr. - center of ramp
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
738 Sidewalk Subgrade: Greenfields Dr. - east side of street, northeast corner of Donella
Dr. - center of ramp
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
739 Sidewalk Subgrade: Greenfields Dr. - east side of street, southeast corner of Donella
Dr. - approximately 20 feet south of apron
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
740 Sidewalk Subgrade: Greenfields Dr. - east side of street, northeast corner of Donella
Dr. - approximately 20 feet north of apron
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
741 Street Subgrade: Robud Farms Dr. - cul-de-sac, eastbound lane, approximately
station 85+50, along curb
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
742 Street Subgrade: Robud Farms Dr. - cul-de-sac, eastbound lane, approximately
station 86+25, center of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
Remarks
B: Test results do not comply with specifications.
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
735 03/07/24 14 698C Granular 10.0 123.5 10.7 112.9 125.0 12 91 95 B
736 03/07/24 14 698C Granular 10.0 123.5 10.9 118.0 130.9 12 96 95 A
737 03/11/24 4 698B Granular 12.5 118.0 10.9 113.4 125.8 10 96 95 A
738 03/11/24 4 698B Granular 12.5 118.0 14.4 116.0 132.7 10 98 95 A
739 03/11/24 4 698B Granular 12.5 118.0 10.7 112.2 124.2 10 95 95 A
740 03/11/24 4 698B Granular 12.5 118.0 10.6 112.2 124.1 10 95 95 A
741 03/11/24 14 698C Granular 10.0 123.5 11.7 113.1 126.3 6 92 95 B
742 03/11/24 14 698C Granular 10.0 123.5 10.6 116.8 129.2 6 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 12
Compaction Testing
Test Method: ASTM D 6938
Report Date: 03/22/2024
Report #: SNG-000020
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
743 Street Subgrade: Robud Farms Dr. - cul-de-sac, eastbound lane, approximately
station 87+50, along curb
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
744 Street Subgrade: Robud Farms Dr. - cul-de-sac, westbound lane, approximately
station 87+35, along curb
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
745 Street Subgrade: Robud Farms Dr. - cul-de-sac, westbound lane, approximately
station 86+17, along curb
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
746 Street Subgrade: Robud Farms Dr. - cul-de-sac, westbound lane, approximately
station 85+50, center of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
747 Street Subgrade: Robud Farms Dr. - cul-de-sac, westbound lane, center of cul-de-sac,
center of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
748 Street Subgrade: Robud Farms Dr. - cul-de-sac, eastbound lane, center of cul-de-sac,
center of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
749 Street Subgrade: Robud Farms Dr. - cul-de-sac, east curb line, approximately station
11+75
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
750 Street Subgrade: Robud Farms Dr. - cul-de-sac, eastbound lane, approximately
station 85+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
743 03/11/24 14 698C Granular 10.0 123.5 10.9 119.8 132.8 6 97 95 A
744 03/11/24 14 698C Granular 10.0 123.5 10.7 118.9 131.6 6 96 95 A
745 03/11/24 14 698C Granular 10.0 123.5 10.7 119.5 132.3 6 97 95 A
746 03/11/24 14 698C Granular 10.0 123.5 11.0 117.6 130.5 6 95 95 A
747 03/11/24 14 698C Granular 10.0 123.5 10.6 117.8 130.3 6 95 95 A
748 03/11/24 14 698C Granular 10.0 123.5 10.8 118.2 131.0 6 96 95 A
749 03/11/24 14 698C Granular 10.0 123.5 10.7 117.1 129.6 6 95 95 A
750 741 03/11/24 14 698C Granular 10.0 123.5 10.3 118.1 130.3 6 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 12
Compaction Testing
Test Method: ASTM D 6938
Report Date: 03/22/2024
Report #: SNG-000020
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
751 Street Subgrade: Roselyn St. - northbound lane, approximately station 104+50, center
of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
752 Street Subgrade: Roselyn St. - northbound lane, approximately station 103+50, along
curb
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
753 Street Subgrade: Roselyn St. - northbound lane, SDMH I4.3, northwest side of
manhole
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
754 Street Subgrade: Roselyn St. - northbound lane, SDMH I4.3, southeast side of
manhole
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
755 Street Subgrade: Roselyn St. - northbound lane, SSMH 1.1-2.1, north side of manhole 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
756 Street Subgrade: Roselyn St. - northbound lane, SSMH 1.1-2.1, south side of manhole 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
757 Street Subgrade: Roselyn St. - northbound lane, SSMH 1.1-2.2, east side of manhole 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
758 Street Subgrade: Roselyn St. - northbound lane, SSMH 1.1-2.2, west side of manhole 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
751 03/11/24 14 698C Granular 10.0 123.5 10.1 118.4 130.3 10 96 95 A
752 03/11/24 14 698C Granular 10.0 123.5 9.7 118.1 129.6 10 96 95 A
753 03/11/24 14 698C Granular 10.0 123.5 8.7 121.5 132.1 10 98 95 A
754 03/11/24 14 698C Granular 10.0 123.5 8.3 117.4 127.1 10 95 95 A
755 03/11/24 14 698C Granular 10.0 123.5 8.8 119.4 129.9 10 97 95 A
756 03/11/24 14 698C Granular 10.0 123.5 9.1 117.7 128.4 10 95 95 A
757 03/11/24 14 698C Granular 10.0 123.5 8.6 119.3 129.6 10 97 95 A
758 03/11/24 14 698C Granular 10.0 123.5 9.1 119.2 130.1 10 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 6 of 12
Compaction Testing
Test Method: ASTM D 6938
Report Date: 03/22/2024
Report #: SNG-000020
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
759 Street Subgrade: Roselyn St. - northbound lane, approximately station 102+75, center
of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
760 Street Subgrade: Roselyn St. - northbound lane, approximately station 101+50, along
curb
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
761 Street Subgrade: Roselyn St. - southbound lane, approximately station 100+75, along
curb
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
762 Street Subgrade: Roselyn St. - southbound lane, approximately station 101+75, center
of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
763 Street Subgrade: Roselyn St. - southbound lane, approximately station 103+30, along
curb
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
764 Street Subgrade: Roselyn St. - southbound lane, approximately station 104+50, center
of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
765 Street Subgrade: Aria Way - northbound lane, approximately station 41+85, along curb 0.0 Below subgrade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
766 Street Subgrade: Aria Way - northbound lane, approximately station 40+50, center of
lane
0.0 Below subgrade (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
759 03/11/24 14 698C Granular 10.0 123.5 9.9 118.8 130.6 10 96 95 A
760 03/11/24 14 698C Granular 10.0 123.5 11.2 119.3 132.7 10 97 95 A
761 03/11/24 14 698C Granular 10.0 123.5 10.3 117.5 129.6 10 95 95 A
762 03/11/24 14 698C Granular 10.0 123.5 9.7 117.7 129.1 10 95 95 A
763 03/11/24 14 698C Granular 10.0 123.5 10.5 116.8 129.1 10 95 95 A
764 03/11/24 14 698C Granular 10.0 123.5 10.1 117.7 129.6 10 95 95 A
765 03/12/24 14 698C Granular 10.0 123.5 10.2 116.8 128.7 10 95 95 A
766 03/12/24 14 698C Granular 10.0 123.5 10.2 120.4 132.7 10 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 7 of 12
Compaction Testing
Test Method: ASTM D 6938
Report Date: 03/22/2024
Report #: SNG-000020
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
767 Street Subgrade: Aria Way - northbound lane, approximately station 39+25, along curb 0.0 Below subgrade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
768 Street Subgrade: Aria Way - northbound lane, approximately station 38+00, center of
lane
0.0 Below subgrade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
769 Street Subgrade: Aria Way - northbound lane, approximately station 36+75, along curb 0.0 Below subgrade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
770 Street Subgrade: Aria Way - northbound lane, approximately station 35+50, center of
lane
0.0 Below subgrade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
771 Street Subgrade: Aria Way - northbound lane, SDMH F3-A, west side of manhole 0.0 Below subgrade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
772 Street Subgrade: Aria Way - northbound lane, SDMH F3-A, east side of manhole 0.0 Below subgrade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
773 Street Subgrade: Aria Way - southbound lane, approximately station 37+75, along
curb
0.0 Below subgrade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
774 Street Subgrade: Aria Way - southbound lane, approximately station 39+00, center of
lane
0.0 Below subgrade (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
767 03/12/24 14 698C Granular 10.0 123.5 9.9 120.4 132.3 10 97 95 A
768 03/12/24 14 698C Granular 10.0 123.5 8.2 119.9 129.7 10 97 95 A
769 03/12/24 14 698C Granular 10.0 123.5 9.9 118.6 130.3 10 96 95 A
770 03/12/24 14 698C Granular 10.0 123.5 10.8 118.6 131.4 10 96 95 A
771 03/12/24 14 698C Granular 10.0 123.5 11.4 119.7 133.4 10 97 95 A
772 03/12/24 14 698C Granular 10.0 123.5 11.2 118.1 131.3 10 96 95 A
773 03/12/24 14 698C Granular 10.0 123.5 11.3 119.9 133.5 10 97 95 A
774 03/12/24 14 698C Granular 10.0 123.5 9.5 124.4 136.2 10 101 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 12
Compaction Testing
Test Method: ASTM D 6938
Report Date: 03/22/2024
Report #: SNG-000020
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
775 Street Subgrade: Aria Way - southbound lane, approximately station 40+25, along
curb
0.0 Below subgrade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
776 Street Subgrade: Aria Way - southbound lane, approximately station 41+50, center of
lane
0.0 Below subgrade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
777 Street Subgrade: Aria Way - southbound lane, SDMH I4-A, north side of manhole 0.0 Below subgrade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
778 Street Subgrade: Aria Way - southbound lane, SDMH I4-A, south side of manhole 0.0 Below subgrade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
779 Street Subgrade: Aria Way - southbound lane, SSMH 1.2, east side of manhole 0.0 Below subgrade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
780 Street Subgrade: Aria Way - southbound lane, SSMH 1.2, west side of manhole 0.0 Below subgrade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
781 Street Subgrade: Aria Way - southbound lane, SDMH I5, north side of manhole 0.0 Below subgrade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
782 Street Subgrade: Aria Way - southbound lane, SDMH I5, south side of manhole 0.0 Below subgrade (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
775 03/12/24 14 698C Granular 10.0 123.5 10.1 116.9 128.7 10 95 95 A
776 03/12/24 14 698C Granular 10.0 123.5 8.3 123.3 133.5 10 100 95 A
777 03/12/24 14 698C Granular 10.0 123.5 9.1 117.3 128.0 10 95 95 A
778 03/12/24 14 698C Granular 10.0 123.5 8.0 120.7 130.4 10 98 95 A
779 03/12/24 14 698C Granular 10.0 123.5 8.5 118.6 128.7 10 96 95 A
780 03/12/24 14 698C Granular 10.0 123.5 10.4 116.9 129.1 10 95 95 A
781 03/12/24 14 698C Granular 10.0 123.5 8.3 117.3 127.0 10 95 95 A
782 03/12/24 14 698C Granular 10.0 123.5 8.1 121.2 131.0 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 9 of 12
Compaction Testing
Test Method: ASTM D 6938
Report Date: 03/22/2024
Report #: SNG-000020
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
783 Street Subgrade: Aria Way - southbound lane, SDMH I6, east side of manhole 0.0 Below subgrade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
784 Street Subgrade: Aria Way - southbound lane, SDMH I6, west side of manhole 0.0 Below subgrade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
785 Street Subgrade: Aria Way - southbound lane, approximately station 36+50, center of
lane
0.0 Below subgrade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
786 Street Subgrade: Aria Way - southbound lane, approximately station 35+00, along
curb
0.0 Below subgrade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
787 Street Subgrade: Comet St. - eastbound lane, SSMH 1.3-2, south side of manhole 0.0 Below subgrade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
788 Street Subgrade: Comet St. - eastbound lane, SSMH 1.3-2, north side of manhole 0.0 Below subgrade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
789 Street Subgrade: Comet St. - eastbound lane, SSMH 1.3-1, north side of manhole 0.0 Below subgrade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
790 Street Subgrade: Comet St. - eastbound lane, SSMH 1.3-1, south side of manhole 0.0 Below subgrade (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
783 03/12/24 14 698C Granular 10.0 123.5 8.4 120.3 130.4 10 97 95 A
784 03/12/24 14 698C Granular 10.0 123.5 9.0 117.0 127.5 10 95 95 A
785 03/12/24 14 698C Granular 10.0 123.5 10.3 118.0 130.1 10 96 95 A
786 03/12/24 14 698C Granular 10.0 123.5 9.8 117.8 129.4 10 95 95 A
787 03/12/24 14 698C Granular 10.0 123.5 11.3 116.8 130.0 10 95 95 A
788 03/12/24 14 698C Granular 10.0 123.5 10.2 119.6 131.8 10 97 95 A
789 03/12/24 14 698C Granular 10.0 123.5 11.4 117.6 131.0 10 95 95 A
790 03/12/24 14 698C Granular 10.0 123.5 9.8 117.0 128.5 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 10 of 12
Compaction Testing
Test Method: ASTM D 6938
Report Date: 03/22/2024
Report #: SNG-000020
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
791 Street Subgrade: Comet St. - eastbound lane, SSMH 1.3, north side of manhole 0.0 Below subgrade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
792 Street Subgrade: Comet St. - eastbound lane, SSMH 1.3, south side of manhole 0.0 Below subgrade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
793 Street Subgrade: Comet St. - eastbound lane, approximately station 110+75, center of
lane
0.0 Below subgrade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
794 Street Subgrade: Comet St. - eastbound lane, approximately station 112+00, along
curb
0.0 Below subgrade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
795 Street Subgrade: Comet St. - eastbound lane, approximately station 113+25, center of
lane
0.0 Below subgrade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
796 Street Subgrade: Comet St. - eastbound lane, approximately station 114+50, along
curb
0.0 Below subgrade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
797 Street Subgrade: Comet St. - eastbound lane, approximately station 115+25, center of
lane
0.0 Below subgrade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
798 Street Subgrade: Comet St. - eastbound lane, approximately station 116+00, along
curb
0.0 Below subgrade (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
791 03/12/24 14 698C Granular 10.0 123.5 8.6 118.4 128.6 10 96 95 A
792 03/12/24 14 698C Granular 10.0 123.5 10.1 118.6 130.6 10 96 95 A
793 03/12/24 14 698C Granular 10.0 123.5 12.0 118.1 132.3 10 96 95 A
794 03/12/24 14 698C Granular 10.0 123.5 10.9 119.2 132.2 10 97 95 A
795 03/12/24 14 698C Granular 10.0 123.5 9.2 117.8 128.6 10 95 95 A
796 03/12/24 14 698C Granular 10.0 123.5 9.0 118.1 128.7 10 96 95 A
797 03/12/24 14 698C Granular 10.0 123.5 9.6 121.1 132.7 10 98 95 A
798 03/12/24 14 698C Granular 10.0 123.5 8.9 118.3 128.8 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 11 of 12
Compaction Testing
Test Method: ASTM D 6938
Report Date: 03/22/2024
Report #: SNG-000020
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
799 Street Subgrade: Comet St. - westbound lane, approximately station 116+25, center
of lane
0.0 Below subgrade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
800 Street Subgrade: Comet St. - westbound lane, approximately station 115+25, along
curb
0.0 Below subgrade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
801 Street Subgrade: Comet St. - westbound lane, approximately station 114+25, center
of lane
0.0 Below subgrade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
802 Street Subgrade: Comet St. - westbound lane, approximately station 113+50, along
curb
0.0 Below subgrade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
803 Street Subgrade: Comet St. - westbound lane, approximately station 112+00, center
of lane
0.0 Below subgrade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
804 Street Subgrade: Comet St. - westbound lane, approximately station 111+00, along
curb
0.0 Below subgrade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
805 Sidewalk Subgrade: Greenfields Dr. - east side of street, first driveway apron north of
roundabout (future street), center of north ramp
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
806 Sidewalk Subgrade: Greenfields Dr. - east side of street, first driveway apron north of
roundabout (future street), center of south ramp
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
799 03/12/24 14 698C Granular 10.0 123.5 12.0 116.9 130.9 10 95 95 A
800 03/12/24 14 698C Granular 10.0 123.5 10.0 117.9 129.7 10 95 95 A
801 03/12/24 14 698C Granular 10.0 123.5 10.8 118.0 130.7 10 96 95 A
802 03/12/24 14 698C Granular 10.0 123.5 9.3 118.4 129.4 10 96 95 A
803 03/12/24 14 698C Granular 10.0 123.5 11.6 117.8 131.5 10 95 95 A
804 03/12/24 14 698C Granular 10.0 123.5 11.3 118.3 131.7 10 96 95 A
805 03/13/24 4 698B Granular 12.5 118.0 10.6 113.7 125.8 10 96 95 A
806 03/13/24 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 12 of 12
Compaction Testing
Test Method: ASTM D 6938
Report Date: 03/22/2024
Report #: SNG-000020
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