ST9902-LR130930 (2)RLLfPpYCE
GEpTECHI'IICRL
GROUP
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
Acct ID: 1770 File No: C13 -0634 Date Sampled: 09/26/2013
Report Date: 09/30/2013 Sampled By: Duce Roberts
Project: West Sandy Lake Road By Order Of:
Location: Stock Pile NW of Bridge Order Number: 1770
Client: City of Coppell
REPORT. Proctor LAB NO: 152198 -1
128
124
120
w
u
Q- 116
T
N
N
v 112
108
104
100
96,
TEST RESULTS Report No: 152198 -1
Page 1 of 1
_...- ... -------- 100% Saturation
SG = 2.65
Estimated
Group Symbol:
CL
AASHTO:
A -6(11)
Atterberg Limits:
LL = 28 PL = 16
Test Method:
ASTM D -698 Method -A
Client: City of Coppell Attn: Mr. Rick O'Dell (1-cc copy)
Orig: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
Moisture Content ( %)
PI = 12
26 78 3n
OMC, %: 12.8
MDD, pcf: 115.0
Description: Reddish Brown
Clayey Sand
Desc. of Ram.: Mechanical
Prep. Method: Dry
Respectfully Submitted,
Alliance Geotechnical Group
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLE(S) TESTED AND /OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF
THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES, NOR DO THEY REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.