HomeMy WebLinkAboutCOMPACTION TESTING - Filed CT-CONCRETE TEST - (8)Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
519 Pond: Pond D liner, northing: 18629.693' easting: 13733.629'4,933.6 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
520 Pond: Pond D liner, northing: 18647.372' easting: 13758.365'4,933.0 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
521 Pond: Pond D liner, northing: 18649.645' easting: 13763.420'4,933.5 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
522 Pond: Pond D liner, northing: 18690.639' easting: 13774.102'4,936.8 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
523 Pond: Pond D liner, northing: 18664.925' easting: 13712.986'4,937.3 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
524 Pond: Pond D liner, northing: 18585.216' easting: 13802.585'4,933.6 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
525 Pond: Pond D liner, top of rip rap (topsoil), adjacent to northwest storm outlet, south
side
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
526 Pond: Pond D liner, top of rip rap (topsoil), northing: 18686.139' easting: 13705.018'4,943.7 Above sea level (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
519 04/17/24 19 698C Granular 9.0 129.5 7.4 130.9 140.6 12 101 95 A
520 04/17/24 19 698C Granular 9.0 129.5 7.0 130.6 139.8 12 101 95 A
521 04/17/24 19 698C Granular 9.0 129.5 8.7 129.5 140.8 12 100 95 A
522 04/17/24 19 698C Granular 9.0 129.5 8.9 125.2 136.3 12 97 95 A
523 04/17/24 19 698C Granular 9.0 129.5 7.4 123.0 132.1 12 95 95 A
524 04/17/24 19 698C Granular 9.0 129.5 7.6 125.1 134.6 12 97 95 A
525 04/17/24 3 698B Granular 14.5 112.0 13.0 100.0 113.0 12 89 85 A
526 04/18/24 3 698B Granular 14.5 112.0 15.7 98.9 114.4 12 88 85 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: 05/23/2024
Report #: SNG-000016
Client:
Hartford Homes Construction
Timnath, CO 80547
4801 Goodman St
Project:
Bloom Filing 1
FC07733.001F-310
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
527 Pond: Pond D liner, top of rip rap (topsoil), northing: 18732.042' easting: 13764.202'4,943.9 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
528 Pond: Pond D liner, top of rip rap (topsoil), northing: 18690.681' easting: 13800.449'4,943.7 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
529 Pond: Pond D liner, northing: 18672.248'' easting: 13782.998'4,937.3 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
530 Pond: Pond D liner, northing: 18613.636' easting: 13814.861'4,937.0 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
531 Pond: Pond D liner, topsoil above rip rap section, northing: 18665.220' easting:
13811.596'
4,943.8 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
532 Pond: Pond D liner, topsoil above rip rap section, northing: 18612.769' easting:
13846.839'
4,943.8 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
533 Pond: Pond D liner, topsoil above rip rap section, northing: 18565.331' easting:
13902.021'
4,943.7 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
534 Pond: Pond D liner, topsoil above rip rap section, northing: 18522.118' easting:
13937.453'
4,943.3 Elevation (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
527 04/18/24 3 698B Granular 14.5 112.0 14.5 97.9 112.1 12 87 85 A
528 04/18/24 3 698B Granular 14.5 112.0 14.3 99.3 113.5 12 89 85 A
529 04/18/24 19 698C Granular 9.0 129.5 8.7 123.9 134.7 12 96 95 A
530 04/18/24 19 698C Granular 9.0 129.5 10.2 123.1 135.6 12 95 95 A
531 04/23/24 3 698B Granular 14.5 112.0 13.1 95.9 108.5 12 86 85 A
532 04/23/24 3 698B Granular 14.5 112.0 14.2 95.5 109.1 12 85 85 A
533 04/23/24 3 698B Granular 14.5 112.0 13.6 96.4 109.5 12 86 85 A
534 04/23/24 3 698B Granular 14.5 112.0 12.6 97.8 110.1 12 87 85 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: 05/23/2024
Report #: SNG-000016
Client:
Hartford Homes Construction
Timnath, CO 80547
4801 Goodman St
Project:
Bloom Filing 1
FC07733.001F-310
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
535 Pond: Pond D, abandoned well points, northing: 18480.223' easting: 13770.749'4,932.9 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
536 Pond: Pond D, abandoned well points, northing: 18567.177' easting: 13834.008'4,933.6 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
537 Pond: Pond D, abandoned well points, northing: 18644.272' easting: 13706.132'4,933.6 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
538 Pond: Pond D, abandoned well points, northing: 18538.510' easting: 13678.032'4,933.6 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
539 Pond: Pond D, abandoned well points, northing: 18466.527' easting: 13788.456'4,933.6 Elevation (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
535 04/25/24 19 698C Granular 9.0 129.5 8.1 128.3 138.7 12 99 95 A
536 04/25/24 19 698C Granular 9.0 129.5 7.1 131.2 140.5 12 101 95 A
537 04/25/24 19 698C Granular 9.0 129.5 8.5 122.6 133.0 12 95 95 A
538 04/25/24 19 698C Granular 9.0 129.5 7.3 129.1 138.5 12 100 95 A
539 04/25/24 19 698C Granular 9.0 129.5 7.4 127.1 136.5 12 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 3 of 3
Compaction Testing
Test Method: ASTM D 6938
Report Date: 05/23/2024
Report #: SNG-000016
Client:
Hartford Homes Construction
Timnath, CO 80547
4801 Goodman St
Project:
Bloom Filing 1
FC07733.001F-310
400 North Link Lane
Fort Collins, CO 80524
Phone: 970-206-9455
Fort Collins