HomeMy WebLinkAboutCOMPACTION TESTING - Filed CT-CONCRETE TEST - (14)Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
540 Pond: Pond E, top of slope/liner, southeast corner of pond 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
541 Pond: Pond E, top of slope/liner, southwest corner of pond 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
542 Pond: Pond E, top of slope/liner, northwest corner of pond 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
543 Pond: Pond E, top of slope/liner, northeast corner of pond 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
544 Pond: Pond E, top of slope/liner, west side of pond 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
545 Pond: Pond E, top of slope/liner, east side of pond 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
546 Pond: Pond E liner, northing: 17419.890 easting: 13641.977 4,929.7 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
547 Pond: Pond E liner, northing: 17448.186' easting: 13641.770'4,929.5 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
540 06/26/24 4 698B Granular 12.5 118.0 10.6 118.1 130.6 12 100 95 A
541 06/26/24 4 698B Granular 12.5 118.0 10.9 118.3 131.2 12 100 95 A
542 06/26/24 4 698B Granular 12.5 118.0 11.2 111.8 124.3 12 95 95 A
543 06/26/24 4 698B Granular 12.5 118.0 12.0 117.9 132.0 12 100 95 A
544 06/26/24 4 698B Granular 12.5 118.0 13.2 113.3 128.3 12 96 95 A
545 06/26/24 4 698B Granular 12.5 118.0 10.6 111.8 123.6 12 95 95 A
546 07/02/24 19 698C Granular 9.0 129.5 7.1 123.7 132.5 8 96 95 A
547 07/02/24 19 698C Granular 9.0 129.5 7.3 124.0 133.1 8 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 7
Compaction Testing
Test Method: ASTM D 6938
Report Date: 07/24/2024
Report #: SNG-000017
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
548 Pond: Pond E liner, northing: 17468.388' easting: 13697.186'4,929.6 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
549 Pond: Pond E liner, northing: 17437.609' easting: 13704.331'4,929.6 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
550 Pond: Pond E liner, northing: 17414.114' easting: 13717.179'4,929.8 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
551 Pond: Pond E liner, northing: 17466.827' easting: 13775.499'4,929.5 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
552 Pond: Pond E liner, northing: 17427.823' easting: 13775.246'4,929.6 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
553 Pond: Pond E liner, (slope) northing: 17413.743' easting: 13772.158'4,933.0 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
554 Pond: Pond E liner, (slope) northing: 17396.934' easting: 13710.608'4,933.0 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
555 Pond: Pond E liner, (slope) northing: 17393.479' easting: 13630.136'4,932.4 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
548 07/02/24 19 698C Granular 9.0 129.5 7.0 123.7 132.3 8 96 95 A
549 07/02/24 19 698C Granular 9.0 129.5 7.7 124.1 133.6 8 96 95 A
550 07/02/24 19 698C Granular 9.0 129.5 7.2 124.9 133.9 8 96 95 A
551 07/02/24 19 698C Granular 9.0 129.5 7.3 124.4 133.5 8 96 95 A
552 07/02/24 19 698C Granular 9.0 129.5 7.0 127.9 136.9 8 99 95 A
553 07/03/24 19 698C Granular 9.0 129.5 7.0 123.9 132.6 8 96 95 A
554 07/03/24 19 698C Granular 9.0 129.5 7.2 124.1 133.0 8 96 95 A
555 07/03/24 19 698C Granular 9.0 129.5 7.2 122.9 131.8 8 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 2 of 7
Compaction Testing
Test Method: ASTM D 6938
Report Date: 07/24/2024
Report #: SNG-000017
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
556 Pond: Pond E liner, northing: 17429.253' easting: 13638.482'4,930.0 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
557 Pond: Pond E liner, northing: 17408.700' easting: 13608.338'4,930.6 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
558 Pond: Pond E liner, northing: 17424.792' easting: 13601.367'4,930.0 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
559 Pond: Pond E liner, (slope) northing: 17460.132' easting: 13629.780'4,932.8 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
560 Pond: Pond E liner, (slope) northing: 17482.798' easting: 13676.633'4,932.5 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
561 Pond: Pond E liner, (slope) northing: 17493.374' easting: 13740.296'4,932.7 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
562 Pond: Pond E liner, northing: 17464.783' easting: 13793.160'4,929.5 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
563 Pond: Pond E liner, northing: 17452.730' easting: 13810.428'4,933.1 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
556 07/03/24 19 698C Granular 9.0 129.5 7.5 124.4 133.7 8 96 95 A
557 07/03/24 19 698C Granular 9.0 129.5 7.2 123.5 132.4 8 95 95 A
558 07/03/24 19 698C Granular 9.0 129.5 8.1 128.4 138.8 8 99 95 A
559 07/03/24 19 698C Granular 9.0 129.5 7.5 123.5 132.8 8 95 95 A
560 07/03/24 19 698C Granular 9.0 129.5 7.2 123.6 132.5 8 95 95 A
561 07/03/24 19 698C Granular 9.0 129.5 7.5 125.4 134.8 8 97 95 A
562 07/03/24 19 698C Granular 9.0 129.5 7.1 124.1 132.9 8 96 95 A
563 07/03/24 19 698C Granular 9.0 129.5 7.2 126.6 135.7 8 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 7
Compaction Testing
Test Method: ASTM D 6938
Report Date: 07/24/2024
Report #: SNG-000017
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
564 Pond: Pond E liner, northing: 17455.839' easting: 13663.407'4,930.3 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
565 Pond: Pond E liner, northing: 17410.265' easting: 13667.765'4,930.4 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
566 Pond: Pond E liner, northing: 17449.532' easting: 13709.526'4,930.3 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
567 Pond: Pond E liner, northing: 17480.748' easting: 13712.374'4,930.3 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
568 Pond: Pond E liner, Northing: 17478.143' Easting: 13749.823'4,930.3 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
569 Pond: Pond E liner, Northing: 17450.504' Easting: 13768.725'4,930.2 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
570 Pond: Pond E liner, Northing: 17422.483' Easting: 13751.663'4,930.3 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
571 Pond: Pond E liner, Northing: 17469.029' Easting: 13799.247'4,930.2 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
564 07/03/24 19 698C Granular 9.0 129.5 7.2 129.3 138.6 8 100 95 A
565 07/03/24 19 698C Granular 9.0 129.5 7.6 124.4 133.8 8 96 95 A
566 07/03/24 19 698C Granular 9.0 129.5 7.2 123.3 132.2 8 95 95 A
567 07/03/24 19 698C Granular 9.0 129.5 7.4 124.7 133.9 8 96 95 A
568 07/08/24 19 698C Granular 9.0 129.5 7.0 127.6 136.5 8 99 95 A
569 07/08/24 19 698C Granular 9.0 129.5 7.1 123.3 132.0 8 95 95 A
570 07/08/24 19 698C Granular 9.0 129.5 7.2 127.1 136.2 8 98 95 A
571 07/08/24 19 698C Granular 9.0 129.5 7.3 123.8 132.8 8 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 4 of 7
Compaction Testing
Test Method: ASTM D 6938
Report Date: 07/24/2024
Report #: SNG-000017
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
572 Pond: Pond E liner, Northing: 17429.046' Easting: 13800.583'4,930.3 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
573 Pond: Pond E liner, Northing: 17440.309' Easting: 13610.231'4,931.1 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
574 Pond: Pond E liner, Northing: 17401.805' Easting: 13617.171'4,931.3 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
575 Sub-Excavation and Backfill: Pond E liner, Northing: 17446.785' Easting: 13656.583'4,931.6 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
576 Sub-Excavation and Backfill: Pond E liner, Northing: 17416.628' Easting: 13671.092'4,931.5 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
577 Sub-Excavation and Backfill: Pond E liner, Northing: 17470.390' Easting: 13711.020'4,931.5 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
578 Sub-Excavation and Backfill: Pond E liner, Northing: 17442.459' Easting: 13724.599'4,931.5 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
579 Sub-Excavation and Backfill: Pond E liner, Northing: 17423.794' Easting: 13755.379'4,931.3 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
572 07/08/24 19 698C Granular 9.0 129.5 7.4 123.6 132.7 8 95 95 A
573 07/08/24 19 698C Granular 9.0 129.5 7.3 124.1 133.2 8 96 95 A
574 07/08/24 19 698C Granular 9.0 129.5 7.5 125.4 134.8 8 97 95 A
575 07/11/24 19 698C Granular 9.0 129.5 7.6 128.7 138.5 10 99 95 A
576 07/11/24 19 698C Granular 9.0 129.5 7.2 132.5 142.0 10 102 95 A
577 07/11/24 19 698C Granular 9.0 129.5 7.4 123.9 133.1 10 96 95 A
578 07/11/24 19 698C Granular 9.0 129.5 7.0 126.3 135.1 10 98 95 A
579 07/11/24 19 698C Granular 9.0 129.5 7.2 124.6 133.6 10 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 5 of 7
Compaction Testing
Test Method: ASTM D 6938
Report Date: 07/24/2024
Report #: SNG-000017
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
580 Sub-Excavation and Backfill: Pond E liner, Northing: 17447.034' Easting: 13793.345'4,931.4 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
581 Sub-Excavation and Backfill: Pond E liner, Northing: 17473.227' Easting: 13770.462'4,931.5 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
582 Sub-Excavation and Backfill: Pond E liner, (slope of pond) Northing: 17473.227'
Easting: 13770.462'
4,934.2 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
583 Sub-Excavation and Backfill: Pond E liner, (slope of pond) Northing: 17502.983'
Easting: 13704.793'
4,933.9 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
584 Sub-Excavation and Backfill: Pond E liner, (slope of pond) Northing: 17476.509'
Easting: 13668.142'
4,934.6 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
585 Sub-Excavation and Backfill: Pond E liner, (slope of pond) Northing: 17454.980'
Easting: 13613.104'
4,934.1 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
586 Sub-Excavation and Backfill: Pond E liner, (slope of pond) Northing: 17390.506'
Easting: 13608.286'
4,934.1 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
587 Sub-Excavation and Backfill: Pond E liner, (slope of pond) Northing: 17392.341'
Easting: 13671.693'
4,934.9 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
580 07/11/24 19 698C Granular 9.0 129.5 7.2 123.0 131.9 10 95 95 A
581 07/11/24 19 698C Granular 9.0 129.5 7.0 123.7 132.4 10 96 95 A
582 07/11/24 19 698C Granular 9.0 129.5 7.1 124.5 133.3 10 96 95 A
583 07/11/24 19 698C Granular 9.0 129.5 7.0 126.4 135.3 10 98 95 A
584 07/11/24 19 698C Granular 9.0 129.5 7.3 124.6 133.7 10 96 95 A
585 07/11/24 19 698C Granular 9.0 129.5 7.4 129.2 138.8 10 100 95 A
586 07/11/24 19 698C Granular 9.0 129.5 7.2 124.9 133.9 10 96 95 A
587 07/11/24 19 698C Granular 9.0 129.5 7.4 126.6 136.0 10 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 6 of 7
Compaction Testing
Test Method: ASTM D 6938
Report Date: 07/24/2024
Report #: SNG-000017
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
588 Sub-Excavation and Backfill: Pond E liner, (slope of pond) Northing: 17465.914'
Easting: 13809.518'
4,934.0 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
589 Sub-Excavation and Backfill: Pond E liner, (slope of pond) Northing: 17488.657'
Easting: 13751.014'
4,933.8 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
590 Pond: Pond E liner, (slope of pond) Northing: 17413.885' Easting: 13775.078'4,934.5 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
591 Pond: Pond E liner, (slope of pond) Northing: 17418.261' Easting: 13812.265'4,934.3 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
592 Pond: Pond E liner, (slope of pond) Northing: 17493.504' Easting: 13805.473'4,935.0 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
588 07/11/24 19 698C Granular 9.0 129.5 7.1 129.1 138.3 10 100 95 A
589 07/11/24 19 698C Granular 9.0 129.5 7.2 124.2 133.1 10 96 95 A
590 07/12/24 19 698C Granular 9.0 129.5 7.6 127.2 136.9 10 98 95 A
591 07/12/24 19 698C Granular 9.0 129.5 7.1 126.5 135.5 10 98 95 A
592 07/12/24 19 698C Granular 9.0 129.5 7.4 125.7 135.0 10 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 7 of 7
Compaction Testing
Test Method: ASTM D 6938
Report Date: 07/24/2024
Report #: SNG-000017
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