HomeMy WebLinkAboutCOMPACTION TESTING - Filed CT-CONCRETE TEST - (16)Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
37 Aggregate Base Course: International Blvd. - westbound lane, curb and gutter,
approximately station 51+75
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
38 Aggregate Base Course: International Blvd. - westbound lane, curb and gutter,
approximately station 53+75
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
39 Aggregate Base Course: International Blvd. - westbound lane, curb and gutter,
approximately station 56+00
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
40 Aggregate Base Course: International Blvd. - westbound lane, approximately 100 feet
west of Greenfields Dr. - center of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
41 Aggregate Base Course: International Blvd. - westbound lane, approximately 300 feet
west of Greenfields Dr. - 5 feet from curb
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
42 Aggregate Base Course: International Blvd. - westbound lane, approximately 500 feet
west of Greenfields Dr. - 2 feet from centerline
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
43 Aggregate Base Course: International Blvd. - westbound lane, approximately 700 feet
west of Greenfields Dr. - center of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
44 Aggregate Base Course: International Blvd. - westbound lane, approximately 900 feet
west of Greenfields Dr. - 6 feet from curb
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
37 06/20/24 15 698C Granular 7.5 129.0 5.9 124.0 131.3 4 96 95 A
38 06/20/24 15 698C Granular 7.5 129.0 5.9 123.6 130.9 4 96 95 A
39 06/20/24 15 698C Granular 7.5 129.0 5.6 124.0 131.0 4 96 95 A
40 06/25/24 15 698C Granular 7.5 129.0 6.0 129.5 137.3 6 100 95 A
41 06/25/24 15 698C Granular 7.5 129.0 5.6 131.1 138.5 6 102 95 A
42 06/25/24 15 698C Granular 7.5 129.0 6.5 131.9 140.5 6 102 95 A
43 06/25/24 15 698C Granular 7.5 129.0 6.3 133.0 141.4 6 103 95 A
44 06/25/24 15 698C Granular 7.5 129.0 5.9 126.4 133.9 6 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 1 of 4
Compaction Testing
Test Method: ASTM D 6938
Report Date: 07/24/2024
Report #: SNG-000002
Client:
Hartford Homes Construction
Timnath, CO 80547
4801 Goodman St
Project:
Bloom - COMT for International Blvd
FC07733.009F-340
Ft Collins, CO
NE Mulberry st and Delozier Dr
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
45 Aggregate Base Course: International Blvd. - westbound lane, approximately 1100
feet west of Greenfields Dr. - center of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
46 Aggregate Base Course: International Blvd. - eastbound lane, approximately 150 feet
west of Greenfields Dr. - center of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
47 Aggregate Base Course: International Blvd. - eastbound lane, approximately 350 feet
west of Greenfields Dr. - 6 feet from centerline
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
48 Aggregate Base Course: International Blvd. - eastbound lane, approximately 550 feet
west of Greenfields Dr. - center of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
49 Aggregate Base Course: International Blvd. - eastbound lane, approximately 750 feet
west of Greenfields Dr. - 3 feet from curb
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
50 Aggregate Base Course: International Blvd. - eastbound lane, approximately 950 feet
west of Greenfields Dr. - 4 feet from centerline
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
51 Aggregate Base Course: International Blvd. - eastbound lane, approximately 1150 feet
west of Greenfields Dr. - center of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
52 Aggregate Base Course: Intersection of Delozier Rd. and International Blvd. curb and
gutter, center of northeast radius
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
45 06/25/24 15 698C Granular 7.5 129.0 5.6 125.3 132.3 6 97 95 A
46 06/25/24 15 698C Granular 7.5 129.0 5.9 131.7 139.5 6 102 95 A
47 06/25/24 15 698C Granular 7.5 129.0 6.2 131.4 139.5 6 102 95 A
48 06/25/24 15 698C Granular 7.5 129.0 5.6 131.7 139.1 6 102 95 A
49 06/25/24 15 698C Granular 7.5 129.0 5.8 126.3 133.6 6 98 95 A
50 06/25/24 15 698C Granular 7.5 129.0 6.0 131.7 139.6 6 102 95 A
51 06/25/24 15 698C Granular 7.5 129.0 6.6 132.0 140.7 6 102 95 A
52 06/26/24 15 698C Granular 7.5 129.0 5.7 130.7 138.1 4 101 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 2 of 4
Compaction Testing
Test Method: ASTM D 6938
Report Date: 07/24/2024
Report #: SNG-000002
Client:
Hartford Homes Construction
Timnath, CO 80547
4801 Goodman St
Project:
Bloom - COMT for International Blvd
FC07733.009F-340
Ft Collins, CO
NE Mulberry st and Delozier Dr
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
53 Aggregate Base Course: Intersection of Delozier Rd. and International Blvd. curb and
gutter, center of southeast radius
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
54 Aggregate Base Course: Intersection of Delozier Rd. and International Blvd. curb and
gutter, center of southwest radius
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
55 Aggregate Base Course: Intersection of Delozier Rd. and International Blvd. curb and
gutter, east side of Delozier Rd. - north of inlet, approximately station 109+00
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
56 Aggregate Base Course: Intersection of Delozier Rd and International Blvd. -
westbound International Blvd. - center of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
57 Aggregate Base Course: Intersection of Delozier Rd and International Blvd. -
eastbound International Blvd. - center of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
58 Aggregate Base Course: Intersection of Delozier Rd and International Blvd. -
northbound Delozier Rd. - adjacent to inlet north of intersection
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
59 Sidewalk Subgrade: 10' sidewalk, north side of International Blvd. - adjacent to the
south end of building 9
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
60 Sidewalk Subgrade: 10' sidewalk, north side of International Blvd. - adjacent to the
east end of building 11
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
53 06/26/24 15 698C Granular 7.5 129.0 5.7 131.3 138.8 4 102 95 A
54 06/26/24 15 698C Granular 7.5 129.0 5.6 127.9 135.0 4 99 95 A
55 06/26/24 15 698C Granular 7.5 129.0 5.6 130.5 137.8 4 101 95 A
56 07/01/24 15 698C Granular 7.5 129.0 6.1 130.3 138.3 6 101 95 A
57 07/01/24 15 698C Granular 7.5 129.0 6.1 129.8 137.7 6 101 95 A
58 07/01/24 15 698C Granular 7.5 129.0 5.7 129.0 136.3 6 100 95 A
59 07/09/24 4 698B Granular 12.5 118.0 10.7 119.1 131.9 12 101 95 A
60 07/09/24 4 698B Granular 12.5 118.0 11.0 121.4 134.7 12 103 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: 07/24/2024
Report #: SNG-000002
Client:
Hartford Homes Construction
Timnath, CO 80547
4801 Goodman St
Project:
Bloom - COMT for International Blvd
FC07733.009F-340
Ft Collins, CO
NE Mulberry st and Delozier Dr
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
61 Sidewalk Subgrade: 10' sidewalk, north side of International Blvd. - adjacent to the
west end of building 11
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
62 Sidewalk Subgrade: 10' sidewalk, north side of International Blvd. - adjacent to the
south end of building 13
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
63 Sidewalk Subgrade: 10' sidewalk, east side of Delozier Rd. - adjacent to the south end
of building 13
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
64 Sidewalk Subgrade: 10' sidewalk, east side of Delozier Rd. - adjacent to the north end
of building 13
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
65 Sidewalk Subgrade: 10' sidewalk, east side of Delozier Rd. - adjacent to inlet 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
66 Sidewalk Subgrade: International Blvd. - north side of street, adjacent to the south
end of building 8
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
67 Sidewalk Subgrade: International Blvd. - north side of street, adjacent to the west end
of Pond E
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
61 07/09/24 4 698B Granular 12.5 118.0 10.6 117.8 130.3 12 100 95 A
62 07/09/24 4 698B Granular 12.5 118.0 10.7 122.0 135.1 12 103 95 A
63 07/09/24 7 698B Granular 9.5 126.0 8.1 128.0 138.4 12 102 95 A
64 07/09/24 7 698B Granular 9.5 126.0 9.6 125.4 137.4 12 100 95 A
65 07/09/24 7 698B Granular 9.5 126.0 8.3 124.9 135.3 12 99 95 A
66 07/10/24 4 698B Granular 12.5 118.0 10.6 111.6 123.4 8 95 95 A
67 07/10/24 4 698B Granular 12.5 118.0 10.9 121.5 134.7 8 103 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: 07/24/2024
Report #: SNG-000002
Client:
Hartford Homes Construction
Timnath, CO 80547
4801 Goodman St
Project:
Bloom - COMT for International Blvd
FC07733.009F-340
Ft Collins, CO
NE Mulberry st and Delozier Dr
400 North Link Lane
Fort Collins, CO 80524
Phone: 970-206-9455
Fort Collins