HomeMy WebLinkAboutBloom Compaction Testing - Filed CT-CONCRETE TEST -Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
479 Pond: Pond D liner, Northing: 18458.903' Easting: 13691.593'4,937.1 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
480 Pond: Pond D liner, Northing: 18499.975' Easting: 13685.585'4,933.3 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
481 Pond: Pond D liner, Northing: 18459.229' Easting: 13731.137'4,937.4 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
482 Pond: Pond D liner, Northing: 18487.427' Easting: 13749.183'4,933.7 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
483 Pond: Pond D liner, Northing: 18537.183' Easting: 13721.184'4,933.6 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
484 Pond: Pond D liner, Northing: 18538.829' Easting: 13661.248'4,936.7 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
485 Pond: Pond D liner, Northing: 18459.605' Easting: 13751.439'4,936.7 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
486 Pond: Pond D liner, Northing: 18484.427' Easting: 13752.236'4,933.6 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
479 04/10/24 19 698C Granular 9.0 129.5 7.0 123.6 132.3 12 95 95 A
480 04/10/24 19 698C Granular 9.0 129.5 7.3 126.3 135.5 12 98 95 A
481 04/10/24 19 698C Granular 9.0 129.5 7.2 123.0 131.8 12 95 95 A
482 04/10/24 19 698C Granular 9.0 129.5 7.2 127.0 136.1 12 98 95 A
483 04/10/24 19 698C Granular 9.0 129.5 7.1 124.7 133.5 12 96 95 A
484 04/10/24 19 698C Granular 9.0 129.5 7.0 127.3 136.2 12 98 95 A
485 04/11/24 19 698C Granular 9.0 129.5 7.0 126.2 135.0 12 97 95 A
486 04/11/24 19 698C Granular 9.0 129.5 8.5 129.0 140.0 12 100 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 1 of 5
Compaction Testing
Test Method: ASTM D 6938
Report Date: 04/22/2024
Report #: SNG-000015
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
487 Pond: Pond D liner, Northing: 18496.512' Easting: 13795.515'4,933.4 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
488 Pond: Pond D liner, Northing: 18533.910' Easting: 13781.627'4,933.2 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
489 Pond: Pond D liner, Northing: 18519.868' Easting: 13752.212'4,933.2 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
490 Pond: Pond D liner, Northing: 18550.166' Easting: 13704.357'4,933.5 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
491 Pond: Pond D liner, Northing: 18449.886' Easting: 13794.828'4,937.5 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
492 Pond: Pond D liner, Northing: 18480.223' Easting: 13770.749'4,932.9 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
493 Pond: Pond D liner, Northing: 18505.988' Easting: 13834.449'4,933.3 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
494 Pond: Pond D liner, Northing: 18523.219' Easting: 13765.699'4,933.3 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
487 04/11/24 19 698C Granular 9.0 129.5 7.5 123.2 132.5 12 95 95 A
488 04/11/24 19 698C Granular 9.0 129.5 7.2 124.2 133.2 12 96 95 A
489 04/11/24 19 698C Granular 9.0 129.5 7.2 131.2 140.6 10 101 95 A
490 04/11/24 19 698C Granular 9.0 129.5 7.3 130.6 140.1 12 101 95 A
491 04/11/24 19 698C Granular 9.0 129.5 7.3 126.2 135.4 12 97 95 A
492 04/11/24 19 698C Granular 9.0 129.5 7.2 122.9 131.8 10 95 95 A
493 04/11/24 19 698C Granular 9.0 129.5 7.6 123.0 132.3 12 95 95 A
494 04/11/24 19 698C Granular 9.0 129.5 8.4 129.0 139.9 12 100 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 2 of 5
Compaction Testing
Test Method: ASTM D 6938
Report Date: 04/22/2024
Report #: SNG-000015
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
495 Pond: Pond D liner, Northing: 18517.729' Easting: 13765.804'4,933.5 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
496 Pond: Pond D liner, Northing: 18470.815' Easting: 13822.478'4,933.4 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
497 Pond: Pond D liner, Northing: 18444.178' Easting: 13821.400'4,946.9 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
498 Pond: Pond D liner, Northing: 18428.266' Easting: 13868.031'4,935.8 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
499 Pond: Pond D liner, Northing: 18451.426' Easting: 13903.098'4,937.6 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
500 Pond: Pond D liner, Northing: 18478.972' Easting: 13891.080'4,933.6 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
501 Pond: Pond D liner, Northing: 18496.791' Easting: 13914.083'4,936.1 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
502 Pond: Pond D liner, Northing: 18511.561' Easting: 13866.544'4,933.0 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
495 04/11/24 19 698C Granular 9.0 129.5 7.6 128.3 138.0 12 99 95 A
496 04/11/24 19 698C Granular 9.0 129.5 8.0 123.0 132.9 12 95 95 A
497 04/12/24 19 698C Granular 9.0 129.5 7.1 125.4 134.3 12 97 95 A
498 04/12/24 19 698C Granular 9.0 129.5 7.2 123.0 131.9 10 95 95 A
499 04/12/24 19 698C Granular 9.0 129.5 7.8 122.7 132.3 12 95 95 A
500 04/12/24 19 698C Granular 9.0 129.5 7.7 127.0 136.8 12 98 95 A
501 04/12/24 19 698C Granular 9.0 129.5 7.2 125.7 134.7 10 97 95 A
502 04/12/24 19 698C Granular 9.0 129.5 8.2 123.2 133.3 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 3 of 5
Compaction Testing
Test Method: ASTM D 6938
Report Date: 04/22/2024
Report #: SNG-000015
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
503 Pond: Pond D liner, Northing: 18472.733' Easting: 13863.672'4,933.6 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
504 Pond: Pond D liner, Northing: 18580.456' Easting: 13698.212'4,932.9 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
505 Pond: Pond D liner, Northing: 18581.537' Easting: 13706.545'4,933.5 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
506 Pond: Pond D liner, Northing: 18597.323' Easting: 13669.542'4,936.9 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
507 Pond: Pond D liner, Northing: 18554.684' Easting: 13665.024'4,936.3 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
508 Pond: Pond D liner, Northing: 18590.247' Easting: 13742.178'4,932.9 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
509 Pond: Pond D liner, Northing: 18580.543' Easting: 13745.437'4,933.3 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
510 Pond: Pond D liner, Northing: 18554.477' Easting: 13743.406'4,932.8 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
503 04/12/24 19 698C Granular 9.0 129.5 7.5 131.2 141.0 12 101 95 A
504 04/12/24 19 698C Granular 9.0 129.5 7.6 123.1 132.5 12 95 95 A
505 04/12/24 19 698C Granular 9.0 129.5 7.1 125.6 134.5 12 97 95 A
506 04/12/24 19 698C Granular 9.0 129.5 7.3 124.4 133.5 12 96 95 A
507 04/12/24 19 698C Granular 9.0 129.5 7.4 126.3 135.7 12 98 95 A
508 04/12/24 19 698C Granular 9.0 129.5 7.4 123.6 132.8 12 95 95 A
509 04/12/24 19 698C Granular 9.0 129.5 7.1 127.9 137.0 12 99 95 A
510 04/12/24 19 698C Granular 9.0 129.5 7.9 123.3 133.1 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 4 of 5
Compaction Testing
Test Method: ASTM D 6938
Report Date: 04/22/2024
Report #: SNG-000015
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
511 Pond: Pond D liner, Northing: 18555.590' Easting: 13747.014'4,933.5 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
512 Pond: Pond D, northing: 18528.995' easting: 13883.614'4,933.4 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
513 Pond: Pond D, northing: 18542.404' easting: 13846.291'4,933.5 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
514 Pond: Pond D, northing: 18565.170' easting: 13790.578'4,933.3 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
515 Pond: Pond D, northing: 18581.950' easting: 13784.572'4,933.1 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
516 Pond: Pond D, northing: 18661.486' easting: 13774.420'4,933.1 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
517 Pond: Pond D, northing: 18600.636' easting: 13740.413'4,933.5 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
518 Pond: Pond D, northing: 18629.187' easting: 13691.550'4,934.0 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
511 04/12/24 19 698C Granular 9.0 129.5 7.2 127.4 136.6 12 98 95 A
512 04/13/24 19 698C Granular 9.0 129.5 7.1 127.0 136.0 12 98 95 A
513 04/13/24 19 698C Granular 9.0 129.5 7.2 126.9 136.0 12 98 95 A
514 04/13/24 19 698C Granular 9.0 129.5 7.2 127.1 136.2 12 98 95 A
515 04/13/24 19 698C Granular 9.0 129.5 7.1 126.0 135.0 10 97 95 A
516 04/13/24 19 698C Granular 9.0 129.5 7.2 123.1 132.0 10 95 95 A
517 04/13/24 19 698C Granular 9.0 129.5 7.3 131.3 140.9 12 101 95 A
518 04/13/24 19 698C Granular 9.0 129.5 7.3 125.1 134.2 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 5 of 5
Compaction Testing
Test Method: ASTM D 6938
Report Date: 04/22/2024
Report #: SNG-000015
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