HomeMy WebLinkAboutCOMPACTION TEST - Filed CT-CONCRETE TEST -Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
671 Underdrain Trench: 4" underdrain (sand filter) - east end of Robud Farms Dr. -
approximately station 10+75
6.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
672 Underdrain Trench: 4" underdrain (sand filter) - east end of Robud Farms Dr. -
approximately station 11+50
3.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
673 Underdrain Trench: 4" underdrain (sand filter) - east end of Robud Farms Dr. -
approximately station 12+00
5.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
674 Underdrain Trench: 4" underdrain (sand filter) - east end of Robud Farms Dr. -
approximately station 11+25
3.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
675 Underdrain Trench: 4" underdrain (sand filter) - east end of Robud Farms Dr. -
approximately station 11+75
1.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
676 Underdrain Trench: 4" underdrain (sand filter) - east end of Robud Farms Dr. -
approximately station 12+50
3.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
677 Underdrain Trench: 4" underdrain/sand filter at the east end of Robud Farms Dr. -
approximately station 12+75
6.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
678 Underdrain Trench: 4" underdrain/sand filter at the east end of Robud Farms Dr. -
approximately station 12+50
2.0 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
671 01/22/24 7 698B Granular 9.5 126.0 9.8 120.0 131.8 12 95 95 A
672 01/22/24 7 698B Granular 9.5 126.0 10.5 121.6 134.4 12 97 95 A
673 01/23/24 7 698B Granular 9.5 126.0 11.1 119.9 133.2 12 95 95 A
674 01/23/24 7 698B Granular 9.5 126.0 9.7 119.2 130.8 12 95 95 A
675 01/23/24 7 698B Granular 9.5 126.0 11.5 120.5 134.4 12 96 95 A
676 01/23/24 7 698B Granular 9.5 126.0 10.7 121.0 133.9 12 96 95 A
677 01/24/24 7 698B Granular 9.5 126.0 11.1 122.0 135.6 12 97 95 A
678 01/24/24 7 698B Granular 9.5 126.0 11.4 121.6 135.5 12 97 95 A
This report presents opinions formed as a result of our observations of fill placement and the test results shown above. Test data are not the sole basis for
opinions whether the fill meets project specifications. The contractor is responsible to apply necessary compaction effort and moisture to comply with project
specifications. Our test results, observations and opinions do not constitute acceptance of the work.
Page 1 of 2
Compaction Testing
Test Method: ASTM D 6938
Report Date: 01/29/2024
Report #: SNG-000014
Client:
Hartford Homes Construction
Timnath, CO 80547
4801 Goodman St
Project:
Bloom Filing 1
FC07733.001F-320
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
679 Underdrain Trench: 4" underdrain/sand filter at the east end of Robud Farms Dr. -
approximately station 13+00
8.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
680 Underdrain Trench: 4" underdrain/sand filter at the east end of Robud Farms Dr. -
approximately station 13+30
3.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
681 Underdrain Trench: 4" underdrain/sand filter at the east end of Robud Farms Dr. -
approximately station 12+50
1.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
682 Underdrain Trench: 4" underdrain/sand filter at the east end of Robud Farms Dr. -
approximately station 13+00
2.0 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
679 01/24/24 7 698B Granular 9.5 126.0 11.4 120.2 133.9 12 95 95 A
680 01/24/24 7 698B Granular 9.5 126.0 11.4 119.7 133.4 12 95 95 A
681 01/24/24 7 698B Granular 9.5 126.0 10.9 119.2 132.2 12 95 95 A
682 01/24/24 7 698B Granular 9.5 126.0 11.5 121.3 135.2 12 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 2 of 2
Compaction Testing
Test Method: ASTM D 6938
Report Date: 01/29/2024
Report #: SNG-000014
Client:
Hartford Homes Construction
Timnath, CO 80547
4801 Goodman St
Project:
Bloom Filing 1
FC07733.001F-320
400 North Link Lane
Fort Collins, CO 80524
Phone: 970-206-9455
Fort Collins