HomeMy WebLinkAboutCOMPACTION TESTING - Filed CT-CONCRETE TEST - (2)Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
648 Sidewalk Subgrade: Sykes Dr. - north side of street, adjacent to Lot 6 Block 6 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
649 Sidewalk Subgrade: Sykes Dr. - north side of street, adjacent to Lot 9 Block 6 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
650 Sidewalk Subgrade: Sykes Dr. - north side of street, adjacent to Lot 14 Block 6 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
651 Sidewalk Subgrade: Sykes Dr. - north side of street, adjacent to Lot 17 Block 6 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
652 Sidewalk Subgrade: Sykes Dr. - north side of street, approximately 80 feet east of Aria
Way
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
653 Sidewalk Subgrade: Sykes Dr. - north side of street, approximately 220 feet east of
Aria Way
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
654 Sidewalk Subgrade: Sykes Dr. - north side of street, approximately 380 feet east of
Aria Way
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
655 Sidewalk Subgrade: Sykes Dr. - north side of street, approximately 550 feet east of
Aria Way
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
Remarks
A: Test results comply with specifications.
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
Test Results
Test #
Retest
Of Test Date Proctor ID Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry
Density (pcf)
In Place
Moisture
(%)
In Place
Dry
Density
(pcf)
In Place
Wet
Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min Comp.
(%)Remark
648 12/18/23 4 698B Granular 12.5 118.0 10.5 115.3 127.4 12 98 95 A
649 12/18/23 4 698B Granular 12.5 118.0 11.2 114.8 127.7 12 97 95 A
650 12/18/23 4 698B Granular 12.5 118.0 10.9 115.1 127.6 12 98 95 A
651 12/18/23 4 698B Granular 12.5 118.0 10.5 117.7 130.1 12 100 95 A
652 12/19/23 4 698B Granular 12.5 118.0 10.8 115.0 127.4 12 97 95 A
653 12/19/23 4 698B Granular 12.5 118.0 10.6 111.8 123.7 12 95 95 A
654 12/19/23 4 698B Granular 12.5 118.0 10.7 119.6 132.4 12 101 95 A
655 12/19/23 4 698B Granular 12.5 118.0 11.6 119.0 132.8 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 1 of 3
Compaction Testing
Test Method: ASTM D 6938
Report Date: 01/23/2024
Report #: SNG-000014
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
656 Sidewalk Subgrade: Sykes Dr. - south side of street, approximately 100 feet east of
Aria Way
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
657 Sidewalk Subgrade: Sykes Dr. - south side of street, approximately 250 feet east of
Aria Way
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
658 Sidewalk Subgrade: Sykes Dr. - south side of street, approximately 400 feet east of
Aria Way
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
659 Sidewalk Subgrade: Sykes Dr. - south side of street, approximately 550 feet east of
Aria Way
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
660 Sidewalk Subgrade: Sykes Dr. - south side of street, adjacent to Lot 23 Block 7 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
661 Sidewalk Subgrade: Sykes Dr. - south side of street, adjacent to Lot 26 Block 7 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
662 Sidewalk Subgrade: Sykes Dr. - south side of street, adjacent to Lot 30 Block 7 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
663 Sidewalk Subgrade: Sykes Dr. - south side of street, adjacent to Lot 1 Block 7 0.0 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
656 12/19/23 1 698B Granular 12.5 118.0 11.5 112.6 125.6 12 95 95 A
657 12/19/23 11 698C Granular 8.0 129.5 8.1 126.9 137.2 12 98 95 A
658 12/19/23 11 698C Granular 8.0 129.5 9.2 126.5 138.1 12 98 95 A
659 12/19/23 11 698C Granular 8.0 129.5 9.9 124.7 137.0 12 96 95 A
660 12/19/23 4 698B Granular 12.5 118.0 10.6 111.6 123.4 12 95 95 A
661 12/19/23 4 698B Granular 12.5 118.0 10.7 120.1 132.9 12 102 95 A
662 12/19/23 4 698B Granular 12.5 118.0 11.2 113.0 125.6 12 96 95 A
663 12/19/23 7 698B Granular 9.5 126.0 9.4 127.3 139.3 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 2 of 3
Compaction Testing
Test Method: ASTM D 6938
Report Date: 01/23/2024
Report #: SNG-000014
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
664 Sidewalk Subgrade: Conquest St. - south side of street, adjacent to Tract H
greenspace, across from Lot 19 Block 2
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
665 Sidewalk Subgrade: Conquest St. - south side of street, ramp at the southwest corner
of Conquest Dr. and Aria Way
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
666 Sidewalk Subgrade: Sykes Dr. - north side of street, approximately 50 feet east of
Delozier Rd.
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
664 01/08/24 4 698B Granular 12.5 118.0 12.7 112.7 127.0 12 96 95 A
665 01/08/24 7 698B Granular 9.5 126.0 8.0 123.7 133.6 12 98 95 A
666 01/08/24 4 698B Granular 12.5 118.0 10.7 117.3 129.9 12 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 3 of 3
Compaction Testing
Test Method: ASTM D 6938
Report Date: 01/23/2024
Report #: SNG-000014
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