HomeMy WebLinkAboutSoils Report 10.19.2016Huddleston -Berry
1 rig Ih U I4 & 1estiur 1 1 C
Tally Ho Construction
0145 County Road 225
Rifle, CO 81650
Attention: Mr. Jeff Farrington
Utakcte) SorIS 12.619ov-f (42)
640 White Avenue
Grand Junction, CO 81501
Phone: 970.255.8005
Fax: 970.255.6818
info i. HuddlestonBerry.coni
www.HBFT GJ.coan
October 19, 2016
Project No.: 01150-0003
Subject: Construction Materials Testing and Special Inspections
Lot 4 — Creek Side Estates Rifle, CO
Reference: Geotechnical Investigation for Lot 4, Greek Side Estates, by Huddleston -Berry
Engineering and Testing, LLC, dated September 26, 2016, Report # 01150-0003, for
Tally Ho Construction.
Dear Mr. Farrington,
A representative of Iluddleston-Berry Engineering and resting, LLC (HBET) observed the foundation
excavation and tested the soil compaction on October 10, 12, and 14, 2016.
Periodic testing for the subject project is complete and any exceptions have been corrected. The open hole
inspection indicated that the subsurface soil conditions on the lot are consistent with the referenced report.
Therefore, based upon the recommendations in the referenced report, results of the open hole inspection,
and results of the field density testing, the subgrade is adequate for foundations constructed in accordance
with the referenced report with an allowable bearing capacity of 2000 psf.
Please find enclosed the soil compaction test results are included as Record IS, 2S, 3S.
HBET appreciates the opportunity to offer services to your project. if you have any questions please call.
(970) 255-8005.
Submitted:
erry Engi ee in and Testing, LLC
e a Black
ice Administrator
Lot 4 Creek Side
401150-0003
09/26/16
Huddleston -Stay
We are pleased to be of service to your project. Please contact us if you have any questions or
comments regarding the contents of this report.
Respectfully Submitted:
Huddleston -Berry Engineering and Testing, LLC
Michael A. Berry, P.E.
Vice President of Engineering
X '_008 ALL PROJECTs',01150 - Tally Ila ConstructtonAl 150.0003 Lot 3 Creelsule!200 • Grunt' 135043003 LR09.1616 doe 3
SOIL COMPACTION TEST REPORT
structural fill
Date: 10/14/16
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SOIL COMPACTION TEST REPORT
structural fill
Dale: 10/12/16
Date: 10/12/1
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Density Counts: 1340
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