HomeMy WebLinkAboutCOMPACTION TESTING - Filed CT-CONCRETE TEST - (15)Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
1336 Sidewalk Subgrade: Delozier Rd. (between Comet St. and Crusader St.) - east side of
street, north end
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1337 Sidewalk Subgrade: Delozier Rd. (between Comet St. and Crusader St.) - east side of
street, center of sidewalk
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1338 Sidewalk Subgrade: Delozier Rd. (between Comet St. and Crusader St.) - east side of
street, south end
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1339 Sidewalk Subgrade: Comet St. - south side of street, adjacent to Lot 2 Block 9 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1340 Sidewalk Subgrade: Comet St. - south side of street, adjacent to Lot 8 Block 9 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1341 Sidewalk Subgrade: Roselyn St. - east side of street, adjacent to Lot 28 Block 9 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1342 Sidewalk Subgrade: Roselyn St. - west side of street, adjacent to Lot 9 Block 8 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1343 Aggregate Base Course: Aria Way, southbound lane, approximately 85 feet south of
International Blvd. - center of lane
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
1336 06/20/24 4 698B Granular 12.5 118.0 10.5 112.6 124.4 8 95 95 A
1337 06/20/24 4 698B Granular 12.5 118.0 11.0 113.5 126.0 8 96 95 A
1338 06/20/24 4 698B Granular 12.5 118.0 10.7 112.2 124.2 8 95 95 A
1339 06/20/24 4 698B Granular 12.5 118.0 10.5 119.9 132.5 8 102 95 A
1340 06/20/24 4 698B Granular 12.5 118.0 11.2 114.1 126.9 8 97 95 A
1341 06/20/24 4 698B Granular 12.5 118.0 10.5 116.4 128.6 8 99 95 A
1342 06/20/24 4 698B Granular 12.5 118.0 10.7 119.2 132.0 8 101 95 A
1343 06/21/24 15 698C Granular 7.5 129.0 5.8 132.7 140.4 4 103 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 1 of 12
Compaction Testing
Test Method: ASTM D 6938
Report Date: 07/24/2024
Report #: SNG-000028
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
1344 Aggregate Base Course: Aria Way, southbound lane, approximately 285 feet south of
International Blvd. - 2 feet from centerline
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1345 Aggregate Base Course: Aria Way, southbound lane, approximately 485 feet south of
International Blvd. - 2 feet from curb
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1346 Aggregate Base Course: Aria Way, southbound lane, approximately 685 feet south of
International Blvd. - center of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1347 Aggregate Base Course: Aria Way, southbound lane, approximately 885 feet south of
International Blvd. - 5 feet curb
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1348 Aggregate Base Course: Aria Way, southbound lane, approximately 1085 feet south
of International Blvd. - center of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1349 Aggregate Base Course: Aria Way, southbound lane, approximately 1285 feet south
of International Blvd. - 4 feet from curb
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1350 Aggregate Base Course: Aria Way, northbound lane, approximately 100 feet north of
Donella Dr. - 3 feet from centerline
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1351 Aggregate Base Course: Aria Way, northbound lane, approximately 300 feet north of
Donella Dr. - center of lane
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
1344 06/21/24 15 698C Granular 7.5 129.0 5.9 133.3 141.1 4 103 95 A
1345 06/21/24 15 698C Granular 7.5 129.0 5.6 124.1 131.0 4 96 95 A
1346 06/21/24 15 698C Granular 7.5 129.0 6.1 128.8 136.6 4 100 95 A
1347 06/21/24 15 698C Granular 7.5 129.0 5.7 130.7 138.1 4 101 95 A
1348 06/21/24 15 698C Granular 7.5 129.0 6.1 130.5 138.4 4 101 95 A
1349 06/21/24 15 698C Granular 7.5 129.0 5.9 123.4 130.7 4 96 95 A
1350 06/21/24 15 698C Granular 7.5 129.0 7.4 127.8 137.2 4 99 95 A
1351 06/21/24 15 698C Granular 7.5 129.0 6.4 122.5 130.4 4 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 12
Compaction Testing
Test Method: ASTM D 6938
Report Date: 07/24/2024
Report #: SNG-000028
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
1352 Aggregate Base Course: Aria Way, northbound lane, approximately 500 feet north of
Donella Dr. - 6 feet from curb
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1353 Aggregate Base Course: Aria Way, northbound lane, approximately 700 feet north of
Donella Dr. - 3 feet from centerline
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1354 Aggregate Base Course: Aria Way, northbound lane, approximately 900 feet north of
Donella Dr. - 3 feet from curb
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1355 Aggregate Base Course: Aria Way, northbound lane, approximately 1100 feet north of
Donella Dr. - center of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1356 Aggregate Base Course: Aria Way, northbound lane, approximately 1250 feet north of
Donella Dr. - 2 feet from centerline
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1357 Aggregate Base Course: Donella Dr. - westbound lane, approximately 75 feet west of
Greenfields Dr. - center of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1358 Aggregate Base Course: Donella Dr. - westbound lane, approximately 275 feet west of
Greenfields Dr. - 2 feet from curb
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1359 Aggregate Base Course: Donella Dr. - westbound lane, approximately 475 feet west of
Greenfields Dr. - 4 feet from centerline
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
1352 06/21/24 15 698C Granular 7.5 129.0 6.0 125.1 132.6 4 97 95 A
1353 06/21/24 15 698C Granular 7.5 129.0 5.8 124.2 131.4 4 96 95 A
1354 06/21/24 15 698C Granular 7.5 129.0 5.9 122.2 129.4 4 95 95 A
1355 06/21/24 15 698C Granular 7.5 129.0 7.0 124.6 133.3 4 97 95 A
1356 06/21/24 15 698C Granular 7.5 129.0 7.5 130.4 140.2 4 101 95 A
1357 06/21/24 15 698C Granular 7.5 129.0 7.6 124.2 133.7 4 96 95 A
1358 06/21/24 15 698C Granular 7.5 129.0 7.3 123.4 132.4 4 96 95 A
1359 06/21/24 15 698C Granular 7.5 129.0 7.3 123.4 132.4 4 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 12
Compaction Testing
Test Method: ASTM D 6938
Report Date: 07/24/2024
Report #: SNG-000028
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
1360 Aggregate Base Course: Donella Dr. - westbound lane, approximately 675 feet west of
Greenfields Dr. - center of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1361 Aggregate Base Course: Donella Dr. - westbound lane, approximately 875 feet west of
Greenfields Dr. - center of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1362 Aggregate Base Course: Donella Dr. - westbound lane, approximately 1075 feet west
of Greenfields Dr. - 4 feet from centerline
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1363 Aggregate Base Course: Donella Dr. - westbound lane, intersection of Delozier Rd. -
center of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1364 Aggregate Base Course: Donella Dr. - eastbound lane, approximately 50 feet east of
Delozier Rd. - 3 feet from curb
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1365 Aggregate Base Course: Donella Dr. - eastbound lane, approximately 250 feet east of
Delozier Rd. - center of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1366 Aggregate Base Course: Donella Dr. - eastbound lane, approximately 450 feet east of
Delozier Rd. - 2 feet from centerline
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1367 Aggregate Base Course: Donella Dr. - eastbound lane, intersection of Aria Way -
center of lane
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
1360 06/21/24 15 698C Granular 7.5 129.0 7.8 126.4 136.3 4 98 95 A
1361 06/21/24 15 698C Granular 7.5 129.0 7.2 123.3 132.2 4 96 95 A
1362 06/21/24 15 698C Granular 7.5 129.0 7.9 123.6 133.4 4 96 95 A
1363 06/21/24 15 698C Granular 7.5 129.0 9.5 125.8 137.8 4 98 95 A
1364 06/21/24 15 698C Granular 7.5 129.0 6.6 124.8 133.0 4 97 95 A
1365 06/21/24 15 698C Granular 7.5 129.0 6.8 125.5 134.0 4 97 95 A
1366 06/21/24 15 698C Granular 7.5 129.0 8.1 130.4 141.0 4 101 95 A
1367 06/21/24 15 698C Granular 7.5 129.0 6.1 130.7 138.7 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 4 of 12
Compaction Testing
Test Method: ASTM D 6938
Report Date: 07/24/2024
Report #: SNG-000028
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
1368 Aggregate Base Course: Donella Dr. - eastbound lane, approximately 850 feet east of
Delozier Rd. - 5 feet from curb
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1369 Aggregate Base Course: Donella Dr. - eastbound lane, approximately 1050 feet east
of Delozier Rd. - 4 feet from centerline
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1370 Aggregate Base Course: Donella Dr. - eastbound lane, approximately 1250 feet east
of Delozier Rd. - center of lane
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1371 Sidewalk Subgrade: Comet St. - south side of street, adjacent to Lot 7 Block 8 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1372 Sidewalk Subgrade: Comet St. - south side of street, adjacent to Lot 2 Block 8 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1373 Sidewalk Subgrade: Crusader St. - north side of street, adjacent to Lot 22 Block 8 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1374 Sidewalk Subgrade: Crusader St. - north side of street, adjacent to Lot 16 Block 8 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1375 Sidewalk Subgrade: Crusader St. - north side of street, adjacent to Lot 21 Block 9 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
1368 06/21/24 15 698C Granular 7.5 129.0 7.6 123.0 132.3 4 95 95 A
1369 06/21/24 15 698C Granular 7.5 129.0 6.5 128.5 136.9 4 100 95 A
1370 06/21/24 15 698C Granular 7.5 129.0 6.0 124.2 131.6 4 96 95 A
1371 06/25/24 4 698B Granular 12.5 118.0 10.7 117.7 130.3 8 100 95 A
1372 06/25/24 4 698B Granular 12.5 118.0 10.8 112.3 124.4 8 95 95 A
1373 06/25/24 4 698B Granular 12.5 118.0 10.6 120.3 133.0 8 102 95 A
1374 06/25/24 4 698B Granular 12.5 118.0 10.7 116.1 128.5 8 98 95 A
1375 06/25/24 4 698B Granular 12.5 118.0 10.7 119.7 132.5 8 101 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 5 of 12
Compaction Testing
Test Method: ASTM D 6938
Report Date: 07/24/2024
Report #: SNG-000028
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
1376 Sidewalk Subgrade: Crusader St. - north side of street, adjacent to Lot 16 Block 9 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1377 Sidewalk Subgrade: Crusader St. - north side of street, adjacent to Lot 22 Block 10 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1378 Sidewalk Subgrade: Crusader St. - north side of street, adjacent to Lot 16 Block 10 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1379 Sidewalk Subgrade: Flourish Ln. - west side of street, adjacent to Lot 14 Block 10 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1380 Sidewalk Subgrade: Flourish Ln. - west side of street, adjacent to Lot 9 Block 10 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1381 Sidewalk Subgrade: Comet St. - south side of street, adjacent to Lot 2 Block 10 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1382 Sidewalk Subgrade: Comet St. - south side of street, adjacent to Lot 6 Block 10 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1383 Aggregate Base Course: Delozier Rd. - northbound lane, approximately 100 feet north
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
1376 06/25/24 4 698B Granular 12.5 118.0 10.6 120.2 132.9 8 102 95 A
1377 06/25/24 4 698B Granular 12.5 118.0 10.8 111.7 123.8 8 95 95 A
1378 06/25/24 4 698B Granular 12.5 118.0 10.9 115.5 128.1 8 98 95 A
1379 06/26/24 4 698B Granular 12.5 118.0 10.6 120.3 133.0 8 102 95 A
1380 06/26/24 4 698B Granular 12.5 118.0 10.6 120.2 132.9 8 102 95 A
1381 06/26/24 4 698B Granular 12.5 118.0 10.7 112.2 124.2 8 95 95 A
1382 06/26/24 4 698B Granular 12.5 118.0 10.6 112.1 124.0 8 95 95 A
1383 06/25/24 15 698C Granular 7.5 129.0 5.5 129.2 136.3 4 100 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 6 of 12
Compaction Testing
Test Method: ASTM D 6938
Report Date: 07/24/2024
Report #: SNG-000028
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
1384 Aggregate Base Course: Delozier Rd. - northbound lane, approximately 1300 feet
north of Donella Dr.
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1385 Aggregate Base Course: Delozier Rd. - northbound lane, approximately 500 feet north
of Donella Dr.
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1386 Aggregate Base Course: Delozier Rd. - northbound lane, approximately 700 feet north
of Donella Dr.
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1387 Aggregate Base Course: Delozier Rd. - northbound lane, approximately 900 feet north
of Donella Dr.
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1388 Aggregate Base Course: Delozier Rd. - northbound lane, approximately 1100 feet
north of Donella Dr.
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1389 Aggregate Base Course: Delozier Rd. - southbound lane, approximately 75 feet north
of Donella Dr.
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1390 Aggregate Base Course: Delozier Rd. - southbound lane, approximately 275 feet
north of Donella Dr.
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1391 Aggregate Base Course: Delozier Rd. - southbound lane, approximately 475 feet
north 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
1384 06/25/24 15 698C Granular 7.5 129.0 5.6 126.1 133.2 4 98 95 A
1385 06/25/24 15 698C Granular 7.5 129.0 5.9 124.9 132.3 4 97 95 A
1386 06/25/24 15 698C Granular 7.5 129.0 5.8 125.8 133.1 4 98 95 A
1387 06/25/24 15 698C Granular 7.5 129.0 6.2 123.7 131.4 4 96 95 A
1388 06/25/24 15 698C Granular 7.5 129.0 6.4 122.6 130.5 4 95 95 A
1389 06/25/24 15 698C Granular 7.5 129.0 6.1 125.5 133.2 4 97 95 A
1390 06/25/24 15 698C Granular 7.5 129.0 6.2 126.2 134.0 4 98 95 A
1391 06/25/24 15 698C Granular 7.5 129.0 6.1 123.4 130.9 4 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 7 of 12
Compaction Testing
Test Method: ASTM D 6938
Report Date: 07/24/2024
Report #: SNG-000028
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
1392 Aggregate Base Course: Delozier Rd. - southbound lane, approximately 675 feet
north of Donella Dr.
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1393 Aggregate Base Course: Delozier Rd. - southbound lane, approximately 875 feet
north of Donella Dr.
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1394 Aggregate Base Course: Delozier Rd. - southbound lane, approximately 1075 feet
north of Donella Dr.
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1395 Sidewalk Subgrade: Roselyn St. - east side of street, adjacent to Lot 23/24 Block 9 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1396 Sidewalk Subgrade: Roselyn St. - west side of street, adjacent to Lot 13/14 Block 8 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1397 Sidewalk Subgrade: Aria Way - west side of street, adjacent to Lot 13/14 Block 9 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1398 Sidewalk Subgrade: Aria Way - west side of street, adjacent to Lot 9/10 Block 9 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1399 Sidewalk Subgrade: Crusader St. - south side of street, adjacent to the west end of
building 12
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
1392 06/25/24 15 698C Granular 7.5 129.0 5.6 122.9 129.8 4 95 95 A
1393 06/25/24 15 698C Granular 7.5 129.0 6.2 126.1 133.9 4 98 95 A
1394 06/25/24 15 698C Granular 7.5 129.0 5.8 125.9 133.2 4 98 95 A
1395 06/26/24 4 698B Granular 12.5 118.0 10.6 113.8 125.9 8 96 95 A
1396 06/26/24 4 698B Granular 12.5 118.0 10.8 114.3 126.6 8 97 95 A
1397 06/26/24 4 698B Granular 12.5 118.0 10.6 115.9 128.2 8 98 95 A
1398 06/26/24 4 698B Granular 12.5 118.0 11.4 119.8 133.4 8 102 95 A
1399 07/01/24 4 698B Granular 12.5 118.0 10.8 119.0 131.8 8 101 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 8 of 12
Compaction Testing
Test Method: ASTM D 6938
Report Date: 07/24/2024
Report #: SNG-000028
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
1400 Sidewalk Subgrade: Crusader St. - south side of street, between buildings 10&12 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1401 Sidewalk Subgrade: Crusader St. - south side of street, adjacent to the east end of
building 10
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1402 Sidewalk Subgrade: Aria Way - west side of street, adjacent to the north end of
building 9
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1403 Sidewalk Subgrade: Aria Way - west side of street, adjacent to the south end of
building 9
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1404 Sidewalk Subgrade: Aria Way, east side of street, adjacent to the north end of building
1
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1405 Sidewalk Subgrade: Aria Way, east side of street, adjacent to the south end of
building 1
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1406 Sidewalk Subgrade: Aria Way, east side of street, adjacent to Lot 1 Block 10 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1407 Sidewalk Subgrade: Aria Way, east side of street, adjacent to Lot 25/26 Block 10 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
1400 07/01/24 4 698B Granular 12.5 118.0 11.2 112.4 125.0 8 95 95 A
1401 07/01/24 4 698B Granular 12.5 118.0 10.7 114.0 126.2 8 97 95 A
1402 07/01/24 4 698B Granular 12.5 118.0 10.5 117.8 130.2 8 100 95 A
1403 07/01/24 4 698B Granular 12.5 118.0 10.5 119.4 131.9 8 101 95 A
1404 07/02/24 51 698C Granular 11.5 123.0 9.8 124.7 136.9 8 101 95 A
1405 07/02/24 51 698C Granular 11.5 123.0 9.8 120.9 132.8 8 98 95 A
1406 07/10/24 4 698B Granular 12.5 118.0 10.5 118.4 130.8 8 100 95 A
1407 07/10/24 4 698B Granular 12.5 118.0 10.8 120.7 133.7 8 102 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 9 of 12
Compaction Testing
Test Method: ASTM D 6938
Report Date: 07/24/2024
Report #: SNG-000028
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
1408 Sidewalk Subgrade: Aria Way, east side of street, adjacent to Lot 23/24 Block 10 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1409 Sidewalk Subgrade: Crusader St. - south side of street, adjacent to the north end of
building 8
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1410 Aggregate Base Course: Block 10 alleys, north alley, adjacent to Lot 11 Block 10 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1411 Aggregate Base Course: Block 10 alleys, north alley, adjacent to Lot 26 Block 10 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1412 Aggregate Base Course: Block 10 alleys, north alley, center of north parking spaces 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1413 Aggregate Base Course: Block 10 alleys, center alley, adjacent to Lot 11/12 Block 10 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1414 Aggregate Base Course: Block 10 alleys, south alley, adjacent to Lot 12 Block 10 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1415 Aggregate Base Course: Block 10 alleys, south alley, adjacent to Lot 25 Block 10 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
1408 07/10/24 4 698B Granular 12.5 118.0 10.5 122.0 134.8 8 103 95 A
1409 07/10/24 4 698B Granular 12.5 118.0 13.4 116.0 131.6 8 98 95 A
1410 07/11/24 15 698C Granular 7.5 129.0 5.8 126.6 133.9 4 98 95 A
1411 07/11/24 15 698C Granular 7.5 129.0 5.9 128.6 136.2 4 100 95 A
1412 07/11/24 15 698C Granular 7.5 129.0 5.9 127.9 135.5 4 99 95 A
1413 07/11/24 15 698C Granular 7.5 129.0 5.5 128.7 135.8 4 100 95 A
1414 07/11/24 15 698C Granular 7.5 129.0 6.0 128.2 135.9 4 99 95 A
1415 07/11/24 15 698C Granular 7.5 129.0 5.7 130.9 138.3 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 10 of 12
Compaction Testing
Test Method: ASTM D 6938
Report Date: 07/24/2024
Report #: SNG-000028
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
1416 Aggregate Base Course: Block 10 alleys, south alley, center of south parking spaces 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1417 Aggregate Base Course: Block 7 alleys, east alley, adjacent to Lot 30 Block 7 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1418 Aggregate Base Course: Block 7 alleys, east alley, adjacent to Lot 10 Block 7 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1419 Aggregate Base Course: Block 7 alleys, east alley, center of east parking spaces 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1420 Aggregate Base Course: Block 7 alleys, center alley, adjacent to Lot 28 Block 7 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1421 Aggregate Base Course: Block 7 alleys, west alley, adjacent to Lot 26 Block 7 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1422 Aggregate Base Course: Block 7 alleys, west alley, adjacent to Lot 14 Block 7 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1423 Aggregate Base Course: Block 7 alleys, west alley, center of west parking spaces 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
1416 07/11/24 15 698C Granular 7.5 129.0 5.8 130.4 138.0 4 101 95 A
1417 07/11/24 15 698C Granular 7.5 129.0 5.9 126.4 133.9 4 98 95 A
1418 07/11/24 15 698C Granular 7.5 129.0 5.5 128.9 136.0 4 100 95 A
1419 07/11/24 15 698C Granular 7.5 129.0 6.0 127.8 135.5 4 99 95 A
1420 07/11/24 15 698C Granular 7.5 129.0 6.1 130.1 138.0 4 101 95 A
1421 07/11/24 15 698C Granular 7.5 129.0 6.0 129.8 137.6 4 101 95 A
1422 07/11/24 15 698C Granular 7.5 129.0 6.7 131.6 140.4 4 102 95 A
1423 07/11/24 15 698C Granular 7.5 129.0 5.6 131.8 139.2 4 102 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 11 of 12
Compaction Testing
Test Method: ASTM D 6938
Report Date: 07/24/2024
Report #: SNG-000028
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
1424 Sidewalk Subgrade: South side of Crusader St. - adjacent to the west end of Pond E 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1425 Sidewalk Subgrade: East side of Flourish Ln. - adjacent to the west end of building 7 0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1426 Sidewalk Subgrade: Aria Way, east side of street, adjacent to the north end of building
8
0.0 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1427 Sidewalk Subgrade: Aria Way, east side of street, adjacent to the south end of
building 8
0.0 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1428 Sidewalk Subgrade: Flourish Ln. - east side of street, adjacent to the south end of
building 5/parking spaces
0.0 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1429 Sidewalk Subgrade: Flourish Ln. - east side of street, adjacent to the north end of
building 5
0.0 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1430 Sidewalk Subgrade: Comet St. - north side of street, adjacent to the south end of
building 1
0.0 Elevation (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
1431 Sidewalk Subgrade: Comet St. - north side of street, adjacent to the center of building
3
0.0 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
1424 07/11/24 4 698B Granular 12.5 118.0 10.6 117.6 130.1 8 100 95 A
1425 07/11/24 4 698B Granular 12.5 118.0 10.7 120.5 133.4 8 102 95 A
1426 07/12/24 4 698B Granular 12.5 118.0 12.7 111.7 125.9 8 95 95 A
1427 07/12/24 4 698B Granular 12.5 118.0 10.7 120.5 133.4 8 102 95 A
1428 07/12/24 4 698B Granular 12.5 118.0 10.6 115.4 127.6 8 98 95 A
1429 07/12/24 4 698B Granular 12.5 118.0 10.6 120.0 132.7 8 102 95 A
1430 07/12/24 4 698B Granular 12.5 118.0 10.7 117.1 129.6 8 99 95 A
1431 07/12/24 4 698B Granular 12.5 118.0 10.8 114.3 126.6 8 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 12 of 12
Compaction Testing
Test Method: ASTM D 6938
Report Date: 07/24/2024
Report #: SNG-000028
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