HomeMy WebLinkAboutEarthwork Compaction Testing ReportLol- 6 3
Depth or
Elev.
Field Dry
Density
(pcÐ
Test
No.
Location Field
Moisture
Content
o/o
Field
Comp
("/ù
Min.
Comp
Req.
(o/o)
Proctor
Lab No,
I 15'west of northeast corner footing
grade 107.0 13.1 100 98 029-r I
l0' west of east end of south wall 105.r 13.5 029-18
Lab No.Description
2 98 98
Method
e
footing
Max. Dry
Dens.
opt.
Moist.
o2g-148 ASTM D 698 Siltv Glay 107.6 15.0
H.P*IruMAR 5020 County Road 154
Glenwood Springs, CO 81601
Phone: (970) 945-7988
Fax (970) 945-8454
Email: hpkolenwood(@kumarusa.com
Geolechnical Ëngineering i Ëngineerlng Geolcgy
ivlaleriâls Têsting I Êirvironnrental
Office Locations: Parker, Glenwood Springs, and Silverthorne, Colorado
Earthwork Compact¡on Testing Report
Client: Integrated Mountain Development, Inc. Project No.: 'l7-7-389.4 Day: Thursday
Attn: Jim Gornick Date: 5110118
P.O. Box 908 Page: I of 1
Glenwood Springs, Golorado 81602
project: 3f,5åi"j
Residence, Lot 63, Filing 2, Pinyon Mesa, Paintbrush Way, Garfield County,
Weather: Clear, light wind, dry Temperature:66o at l0:00 am
Earthwork Contractor:
Equipment Used:
Description of Earthwork
Tested:
Sample(s) Obtained:
Verbal Communication:
trackhoe
We performed compaction testing under gerage footing areas. Test results
indicated satisfactory compactoin at near optimum moisture content.
Leonard with lntegrated Mountain Development was informed of results.
Placement and Compaction Procedure: Not observed by H-P/Kumar
Lift Thickness: Max. Rock Size
Compactor(s) Used: walk behind compactor
Moisture
Conditioning:
Number of Passes
Nuclear e Moisture/Dens Test Results
Proctor Reference
COMPACTIVE EFFORT AND MOISTURE TO FILL D URING THE TIMES WHEN OUR OBSERVER ts OBSERVING OPERATIONS.
THE NUCLEAR DENSOMETER METHOD OF TESTING WAS USED IN SUBSTANTIAL ACCORDANCE wlTH ASTÍ\4 D 6938.
Distribution:
Integrated Mountain Development, lnc. - Jim Gornick (iim.qornick@inteoratedmtn.com)
=lustin
rQrgill Steven L. Pawlak, P.E.
/kac
Field Technician Reviewed By