HomeMy WebLinkAboutCOMPACTION TEST - Filed P-PERMITS - (3)Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
667 Sidewalk Subgrade: South side of Conquest St. - adjacent to greenspace across from
Lot 19 Block 2
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
668 Sidewalk Subgrade: South side of Conquest St. - ramp on the southwest corner of
Aria Way and Conquest St.
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
669 Driveway Apron Subgrade: South side of Conquest St. - driveway apron for alley,
adjacent to Lot 22 Block 6
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
670 Sidewalk Subgrade: South side of Conquest St. - sidewalk ramp, west end of
Conquest St. - across from Lot 19 Block 2
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
671 Sidewalk Subgrade: North side of Sykes Dr. - approximately 50 feet east of Delozier
Rd.
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
667 01/23/24 4 698B Granular 12.5 118.0 10.9 117.1 129.9 12 99 95 A
668 01/23/24 7 698B Granular 9.5 126.0 8.8 121.1 131.8 12 96 95 A
669 01/23/24 4 698B Granular 12.5 118.0 10.6 112.7 124.6 12 96 95 A
670 01/23/24 4 698B Granular 12.5 118.0 10.9 111.6 123.8 12 95 95 A
671 01/23/24 4 698B Granular 12.5 118.0 11.1 114.0 126.7 12 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.
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Compaction Testing
Test Method: ASTM D 6938
Report Date: 01/29/2024
Report #: SNG-000015
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