HomeMy WebLinkAboutSoil Compaction Report 12.23.2020'��� Kumar &Associates, Inc.
Geotechnical and Materials Engineers
and Environmental Scientists
�� kumarusa.com
Glenwood Springs
5020 County Road 154
Glenwood Springs, CO 81601
Phone: 970-945-7988
Soil Compaction Report
Test Method: ASTM D 6938
Client:
MM -Eight Construction
715 Grand Avenue
Glenwood Springs, CO 81601
Project:
19-7-221.51
Pinyon Mesa
Lot 51, Filing 2
Garfield County
Glenwood Springs, CO 81601
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
7
3
12/23/20
430-20
B (D698)
CL
17.5
105.9
16.9
100.5
117.5
12
95
95
-1 / 3
DP/MP
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
7
Structural Fill: Footing Backfill: 5' N, 30' E of SW BC
2' below grade
Troxler / 3440 / 25081 / 5/28/2020
Patrick Waters
Remarks
Comments
DP/MP: Density Pass / Moisture Pass
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 soil compaction. We have relied on the contractor to continue applying the recommended
compactive effort and moisture to the fill during times when our observer is not observing operations. Tests are made of the soils only as believed necessary to
calibrate our observer's judgement. Test data are not sole basis for opinions on whether the soils meets specifications. These test results only apply to the
samples which were tested. The testing report shall not only be reproduced, except in full, without the written approval of Kumar and Associates, Inc. Nuclear
gauge density testing performed in accordance with ASTM D6938.
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