HomeMy WebLinkAboutObservation of Excavation 08.19.2022Test 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
1 08/19/22 203-22 B (D698)CL-ML 12.2 118.4 12.6 117.2 132.0 10 99 98 0 / 3 DP/MP
Test Information
Test #Test Location Elevation Reference
Gauge
Make / Model / SN / Calibrated Field Technician
1 Structural Fill: Footing Backfill: South Corner Footing Grade Troxler / 3430 / 35438 / 05/21/2020 Philip Orgill
Remarks
DP/MP: Density Pass / Moisture Pass
Comments
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
1: The contractor has placed about 2' of under footing backfill in the
southern corner of the Lot. Compaction was judged to be adequate
based on our test results.
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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Soil Compaction Report
Test Method: ASTM D 6938
Client:
SCIB, LLC
Aspen, CO 81611
0115 Boomerang Road, Suite 5201B
Project:
Lot 279, Ironbridge
21-7-591.A
Glenwood Springs, CO 81601
Blue Heron Vista
5020 County Road 154
Glenwood Springs, CO 81601
Phone: 970-945-7988
Glenwood Springs