HomeMy WebLinkAboutCOMPACTION TESTING - Filed CT-CONCRETE TEST - (7)Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
705 Sidewalk Subgrade: West side of Greenfields Dr. - south of Donella Dr. -
approximately station 50+50
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
706 Sidewalk Subgrade: West side of Greenfields Dr. - south of Donella Dr. -
approximately station 52+50
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
707 Sidewalk Subgrade: West side of Greenfields Dr. - south of Donella Dr. -
approximately station 54+50
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
708 Sidewalk Subgrade: West side of Greenfields Dr. - south of Donella Dr. -
approximately station 56+50
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
709 Sidewalk Subgrade: South side of Sykes Dr. - tie in on the southwest corner of Sykes
Dr. and Greenfields Dr. - approximately 15 feet west of ramp
0.0 Below final grade (feet)XPLORER / 3500 / 3812 / 07/18/2019 Matte, Ryan
710 Sidewalk Subgrade: South side of Sykes Dr. - tie in on the southwest corner of Sykes
Dr. and Greenfields Dr. - approximately 40 feet west of ramp
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
705 02/14/24 7 698B Granular 9.5 126.0 10.1 125.4 138.1 10 100 95 A
706 02/14/24 7 698B Granular 9.5 126.0 8.1 127.3 137.6 10 101 95 A
707 02/14/24 7 698B Granular 9.5 126.0 11.3 122.3 136.1 10 97 95 A
708 02/14/24 7 698B Granular 9.5 126.0 11.0 119.5 132.6 10 95 95 A
709 02/14/24 4 698B Granular 12.5 118.0 10.7 117.0 129.5 10 99 95 A
710 02/14/24 4 698B Granular 12.5 118.0 11.3 120.0 133.5 10 102 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.
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Compaction Testing
Test Method: ASTM D 6938
Report Date: 02/16/2024
Report #: SNG-000019
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