HomeMy WebLinkAboutCOMPACTION TESTING - Filed CT-CONCRETE TEST - (5)Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
672 Driveway Apron Subgrade: Driveway aprons for alleys on the south side of Conquest
St. - apron adjacent to Lot 25 Block 6
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
673 Driveway Apron Subgrade: Driveway aprons for alleys on the south side of Conquest
St. - apron adjacent to Lot 30 Block 6
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
674 Sidewalk Subgrade: Sidewalk on the west side of Aria Way - northwest ramp at Sykes
Dr. - center of ramp
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
675 Sidewalk Subgrade: Sidewalk on the west side of Aria Way - northwest ramp at Sykes
Dr. - north of ramp, approximately 2 feet south of existing sidewalk
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
676 Sidewalk Subgrade: Private sidewalk between Lots 10 and 11 Block 2, west of lots,
intersection of sidewalks
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
677 Sidewalk Subgrade: Private sidewalk between Lots 10 and 11 Block 2, north side of
Coleman St. - adjacent to 504 Fairchild St.
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
678 Sidewalk Subgrade: Private sidewalk between Lots 10 and 11 Block 2, south side of
Coleman St. - adjacent to 468 Fairchild St.
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
679 Sidewalk Subgrade: Greenfields Dr. - west side of street, starting at north end,
approximately station 11+00
0.0 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
672 01/24/24 4 698B Granular 12.5 118.0 14.3 113.0 129.2 10 96 95 A
673 01/24/24 4 698B Granular 12.5 118.0 14.2 113.7 129.9 10 96 95 A
674 01/25/24 4 698B Granular 12.5 118.0 14.3 116.4 133.1 10 99 95 A
675 01/25/24 4 698B Granular 12.5 118.0 14.3 113.3 129.5 10 96 95 A
676 01/29/24 4 698B Granular 12.5 118.0 14.2 113.7 129.9 10 96 95 A
677 01/29/24 4 698B Granular 12.5 118.0 13.9 111.9 127.4 10 95 95 A
678 01/29/24 4 698B Granular 12.5 118.0 12.4 112.9 126.9 10 96 95 A
679 01/30/24 4 698B Granular 12.5 118.0 10.8 115.0 127.4 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 1 of 4
Compaction Testing
Test Method: ASTM D 6938
Report Date: 02/09/2024
Report #: SNG-000016
Client:
Hartford Homes Construction
Timnath, CO 80547
4801 Goodman St
Project:
Bloom Filing 1
FC07733.001F-340
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
680 Sidewalk Subgrade: Greenfields Dr. - west side of street, starting at north end,
approximately station 13+00
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
681 Sidewalk Subgrade: Greenfields Dr. - west side of street, starting at north end,
approximately station 15+00
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
682 Sidewalk Subgrade: Greenfields Dr. - west side of street, starting at north end,
approximately station 17+00
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
683 Sidewalk Subgrade: Greenfields Dr. - west side of street, starting at north end,
approximately station 19+00
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
684 Sidewalk Subgrade: Greenfields Dr. - west side of street, south of International Blvd. -
starting at north end, approximately station 10+50
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
685 Sidewalk Subgrade: Greenfields Dr. - west side of street, south of International Blvd. -
starting at north end, approximately station 12+50
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
686 Sidewalk Subgrade: Greenfields Dr. - west side of street, south of International Blvd. -
starting at north end, approximately station 14+50
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
687 Sidewalk Subgrade: Greenfields Dr. - west side of street, south of International Blvd. -
starting at north end, approximately station 16+50
0.0 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
680 01/30/24 4 698B Granular 12.5 118.0 10.9 112.8 125.1 10 96 95 A
681 01/30/24 4 698B Granular 12.5 118.0 10.6 118.5 131.1 10 100 95 A
682 01/30/24 4 698B Granular 12.5 118.0 10.5 120.2 132.8 10 102 95 A
683 01/30/24 4 698B Granular 12.5 118.0 10.7 115.2 127.5 10 98 95 A
684 01/31/24 4 698B Granular 12.5 118.0 10.6 112.5 124.4 10 95 95 A
685 01/31/24 4 698B Granular 12.5 118.0 11.0 113.5 126.0 10 96 95 A
686 01/31/24 4 698B Granular 12.5 118.0 10.6 117.2 129.6 10 99 95 A
687 01/31/24 4 698B Granular 12.5 118.0 10.8 112.6 124.8 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 2 of 4
Compaction Testing
Test Method: ASTM D 6938
Report Date: 02/09/2024
Report #: SNG-000016
Client:
Hartford Homes Construction
Timnath, CO 80547
4801 Goodman St
Project:
Bloom Filing 1
FC07733.001F-340
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
688 Sidewalk Subgrade: Greenfields Dr. - west side of street, south of International Blvd. -
starting at north end, approximately station 18+50
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
689 Sidewalk Subgrade: Greenfields Dr. - west side of street, south of International Blvd. -
starting at north end, approximately station 20+50
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
690 Sidewalk Subgrade: Greenfields Dr. - west side of street, south of International Blvd. -
starting at north end, approximately station 22+50
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
691 Sidewalk Subgrade: South side of Sykes Dr. - tie-in adjacent to Lot 1 Block 7 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
692 Sidewalk Subgrade: Northeast side of Sykes Dr. and Aria Way - tie-in north of
northeast ramp
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
693 Sidewalk Subgrade: Northeast side of Sykes Dr. and Aria Way - tie-in east of
northeast ramp
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
694 Sidewalk Subgrade: West side of Greenfields Dr. - center of ramp on the south side of
International Blvd.
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
695 Sidewalk Subgrade: Sykes Dr. and Aria Way, center of ramp on the southwest corner
of intersection
0.0 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
688 01/31/24 7 698B Granular 9.5 126.0 8.2 123.9 134.1 10 98 95 A
689 01/31/24 7 698B Granular 9.5 126.0 7.6 120.2 129.3 10 95 95 A
690 01/31/24 7 698B Granular 9.5 126.0 8.0 122.0 131.8 10 97 95 A
691 02/06/24 4 698B Granular 12.5 118.0 10.7 112.6 124.6 10 95 95 A
692 02/06/24 4 698B Granular 12.5 118.0 11.5 115.0 128.2 10 97 95 A
693 02/06/24 4 698B Granular 12.5 118.0 10.8 114.1 126.4 10 97 95 A
694 02/06/24 4 698B Granular 12.5 118.0 10.5 117.5 129.8 10 100 95 A
695 02/06/24 4 698B Granular 12.5 118.0 13.5 119.6 135.8 10 101 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 4
Compaction Testing
Test Method: ASTM D 6938
Report Date: 02/09/2024
Report #: SNG-000016
Client:
Hartford Homes Construction
Timnath, CO 80547
4801 Goodman St
Project:
Bloom Filing 1
FC07733.001F-340
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
696 Sidewalk Subgrade: Sykes Dr. and Aria Way, center of ramp on the southeast corner
of intersection
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
697 Sidewalk Subgrade: West side of Greenfields Dr. - north of Donella Dr. -
approximately station 22+25
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
698 Sidewalk Subgrade: West side of Greenfields Dr. - center of ramp on the north side of
Donella Dr.
0.0 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
696 02/06/24 4 698B Granular 12.5 118.0 14.0 112.7 128.5 10 96 95 A
697 02/06/24 4 698B Granular 12.5 118.0 11.2 113.9 126.6 10 97 95 A
698 02/06/24 4 698B Granular 12.5 118.0 12.8 116.6 131.5 10 99 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 4
Compaction Testing
Test Method: ASTM D 6938
Report Date: 02/09/2024
Report #: SNG-000016
Client:
Hartford Homes Construction
Timnath, CO 80547
4801 Goodman St
Project:
Bloom Filing 1
FC07733.001F-340
400 North Link Lane
Fort Collins, CO 80524
Phone: 970-206-9455
Fort Collins