HomeMy WebLinkAboutEngineer's Report - Construction Materials Testing & Special Inspections 07.28.2015Huddleston -Berry
Eng ruccrirng K 'resling,1 1.(
Ford Construction Company Inc.
560 25 Road
Grand Junction, CO 81505
Attention: Mr. Dan Kirk
Subject: Construction Materials Testing and Special Inspections
Plus 5 LLC — Parachute, CO
Parachute, Colorado
Dear Mr. Kirk,
6401Vhiie Avenue
Grand Junction, CO 81501
Phone: 970-255-8005
Fax: 970-255-6818
HuddleslonBcrry@bresnan.nct
www.HBET-GJ.com
July 28, 2015
Project No.: 00972-0004
A representative of I•luddleslon-Berry Engineering and Testing, LLC (HBET) perfomied testing for the
subject project on June 10, 2015.
Please see attachments for your cotnpleted test results. Soil Proctor 15-0271, Soil Compaction, IS.
HBET appreciates the opportunity to offer services to your project. If you have any questions please call.
(970) 255-8005.
Respec. ully Submitted:
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COMPACTION 0 912-0004.GP.1 G'NT US LAB GOT 6116!13
0}4ih� . Huddleston -Ivry Engineering & Tutting, LLC
"` : 640 White Avenue, Unit B
' Grand Junction, CO 81501
' 970-255-8005
970-255-68I8
CLIENT Ford Construction Co Inc
PROJECT NUMBER 00972-0004
150
145
140
135
130
125
115
110
105
100
95
MOISTURE -DENSITY RELATIONSHIP
PROJECT NAME Plus 5 LLC
PROJECT LOCATION Grand Junction, CO
Sample Date:
Sample No.:
Source of Material:
Description of Material:
Test Method:
6110/2015
15-0271
Native
ASTM D898A
TEST RESULTS
Maximum Dry Density 129.0. PCF
Optimum Water Content _ _12.5
GRADATION RESULTS (% PASSING)
#200
#4 3/4"
ATTERBERG LIMITS
LL PL PI
Curves of 100% Saturation
for Specific Gravity Equal to:
90
0
2.80
2.70
2.60
k\N
5
10 15
WATER CONTENT,
20
25 30