HomeMy WebLinkAboutCOMPACTION TESTING - Filed CT-CONCRETE TEST -Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
454 Site Grading: Fill area south of Donella Dr. - northing: 15289.695' easting: 13415.482 4,932.0 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
455 Site Grading: Fill area south of Donella Dr. - northing: 15295.200' easting: 13282.905'4,932.0 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
456 Site Grading: Fill area south of Donella Dr. - northing: 15358.598' easting: 13170.413'4,931.5 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
457 Site Grading: Fill area south of Donella Dr. - northing: 15360.321' easting: 13031.019'4,931.0 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
458 Site Grading: Fill area south of Donella Dr. - northing: 15160.642' easting: 13406.368'4,930.5 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
459 Site Grading: Fill area south of Donella Dr. - northing: 15173.276' easting: 13282.337'4,930.5 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
460 Site Grading: Fill area south of Donella Dr. - northing: 15237.732' easting: 13176.959'4,930.0 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
461 Site Grading: Fill area south of Donella Dr. - northing: 15225.233' easting: 13109.260'4,930.0 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
454 12/13/23 12 698B Granular 14.0 116.0 15.1 114.5 131.8 12 99 95 A
455 12/13/23 12 698B Granular 14.0 116.0 13.2 111.5 126.2 12 96 95 A
456 12/13/23 12 698B Granular 14.0 116.0 15.9 113.1 131.1 12 98 95 A
457 12/13/23 12 698B Granular 14.0 116.0 13.0 110.4 124.7 12 95 95 A
458 12/14/23 12 698B Granular 14.0 116.0 13.1 112.1 126.8 12 97 95 A
459 12/14/23 12 698B Granular 14.0 116.0 12.4 110.3 124.0 12 95 95 A
460 12/14/23 12 698B Granular 14.0 116.0 12.1 109.7 123.0 12 95 95 A
461 12/14/23 12 698B Granular 14.0 116.0 12.5 110.8 124.6 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 1 of 3
Compaction Testing
Test Method: ASTM D 6938
Report Date: 01/23/2024
Report #: SNG-000013
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
462 Site Grading: Fill area south of Donella Dr. - northing: 15305.051' easting: 13344.699'4,930.0 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
463 Site Grading: Fill area south of Donella Dr. - northing: 15291.165' easting: 13232.559'4,931.5 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
464 Site Grading: Fill area south of Donella Dr. - northing: 15348.239' easting: 13115.761'4,932.0 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
465 Site Grading: Fill area south of Donella Dr. - northing: 15369.795' easting: 12975.050'4,931.5 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
466 Site Grading: Fill area south of Donella Dr. - northing: 15209.837' easting: 13441.109'4,932.5 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
467 Site Grading: Fill area south of Donella Dr. - northing: 15257.836' easting: 13335.976'4,932.0 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
468 Site Grading: Fill area south of Donella Dr. - northing: 15304.071' easting: 13176.356'4,932.0 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
469 Site Grading: Fill area south of Donella Dr. - northing: 15349.395' easting: 13093.868'4,932.0 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
462 12/14/23 12 698B Granular 14.0 116.0 13.1 114.1 129.0 12 98 95 A
463 12/14/23 12 698B Granular 14.0 116.0 12.5 111.5 125.4 12 96 95 A
464 12/14/23 12 698B Granular 14.0 116.0 15.8 111.7 129.3 12 96 95 A
465 12/14/23 12 698B Granular 14.0 116.0 13.7 112.3 127.7 12 97 95 A
466 12/18/23 18 698C Granular 9.0 125.0 9.6 118.5 129.9 12 95 95 A
467 12/18/23 18 698C Granular 9.0 125.0 8.2 119.4 129.2 12 96 95 A
468 12/18/23 18 698C Granular 9.0 125.0 10.1 118.9 130.9 12 95 95 A
469 12/18/23 18 698C Granular 9.0 125.0 10.7 119.4 132.2 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 3
Compaction Testing
Test Method: ASTM D 6938
Report Date: 01/23/2024
Report #: SNG-000013
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
470 Site Grading: Fill area south of Donella Dr. - northing: 1586.930' easting: 13366.868'4,931.5 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
471 Site Grading: Fill area south of Donella Dr. - northing: 15124.005' easting: 13242.420'4,931.0 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
472 Site Grading: Fill area south of Donella Dr. - northing: 15026.038' easting: 13338.568'4,930.0 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
473 Site Grading: Fill area south of Donella Dr. - northing: 14884.602' easting: 13362.826'4,931.0 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
474 Site Grading: Fill area south of Donella Dr. - northing: 15023.604' easting: 13421.406'4,931.0 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
475 Site Grading: Fill area south of Donella Dr. - northing: 15103.158' easting: 13319.552'4,931.0 Above sea level (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
476 Site Grading: Site grading between Crusader St. and International Blvd. - east side of
Delozier Rd. (water tank area)(Tract BB)
2.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
477 Site Grading: Site grading between Crusader St. and International Blvd. - east side of
Delozier Rd. (water tank area)(Tract BB)
1.0 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
470 12/19/23 18 698C Granular 9.0 125.0 9.1 118.6 129.4 12 95 95 A
471 12/19/23 18 698C Granular 9.0 125.0 8.6 120.5 130.9 12 96 95 A
472 12/19/23 18 698C Granular 9.0 125.0 10.3 118.5 130.7 12 95 95 A
473 12/19/23 4 698B Granular 12.5 118.0 11.7 114.0 127.3 12 97 95 A
474 12/20/23 18 698C Granular 9.0 125.0 10.9 122.0 135.3 12 98 95 A
475 12/20/23 18 698C Granular 9.0 125.0 10.7 118.3 131.0 12 95 95 A
476 01/09/24 4 698B Granular 12.5 118.0 13.1 115.7 130.8 12 98 95 A
477 01/10/24 4 698B Granular 12.5 118.0 11.7 113.2 126.4 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 3 of 3
Compaction Testing
Test Method: ASTM D 6938
Report Date: 01/23/2024
Report #: SNG-000013
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