HomeMy WebLinkAboutCOMPACTION TESTING - Filed CT-CONCRETE TEST - (9)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.
(%)
Optimum
Moisture
Tolerance
(%)Remark
348 05/10/24 5 698B Granular 11.5 119.0 8.2 129.8 140.4 8 109 95 -2 / 2 B
349 05/10/24 5 698B Granular 11.5 119.0 7.9 129.2 139.4 8 109 95 -2 / 2 B
350 05/10/24 15 698C Granular 7.5 129.0 6.1 127.9 135.7 8 99 95 -2 / 2 A
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
348 Storm Sewer Trench Backfill: 24" RCP backfill, Existing inlet on Delozier Road, 140'
south of Crusader Street, south side of RCP
0.0 below grade(feet)XPLORER / 3500 / 3383 / 01/24/2018 Braun, Frederick
349 Storm Sewer Trench Backfill: 24" RCP backfill, Existing inlet on Delozier Road, 140'
south of Crusader Street, north side of RCP
0.0 below grade(feet)XPLORER / 3500 / 3383 / 01/24/2018 Braun, Frederick
350 Storm Sewer Trench Backfill: 24" RCP backfill, Existing inlet on Delozier Road, 140'
south of Crusader Street, basecourse
0.0 below grade(feet)XPLORER / 3500 / 3383 / 01/24/2018 Braun, Frederick
Remarks
B: Test results do not comply with specifications.
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.
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: 05/23/2024
Report #: SNG-000015
Client:
Hartford Homes Construction
Timnath, CO 80547
4801 Goodman St
Project:
Bloom Filing 1
FC07733.001F-325
400 North Link Lane
Fort Collins, CO 80524
Phone: 970-206-9455
Fort Collins