ST0301A-LR100910 (3) Consulting Engineering * Geotechnical Engineering * Construction Materials
A (ICE 3228 Halifax Street, Suite A, Dallas, Texas 75247
GE OTECt1n !CAL Phone: (972) 444 -8889 Fax: (972) 444 -8893
GROUP
Acct ID: 1770 File No: C10 -0631 Date Sampled: 09/03/2010
Report Date: 09/10/2010 Sampled By: Pierce Wingerd
Project: Bethel Road Paving & Utility Improvements By Order Of: Larry Davis
Location: West Bound 10ft Sta. 50 +00 Order Number: Vendor #9176
Contractor: JRJ Paving
Client: The City of Coppell
REPORT: Proctor LAB NO: 90093 -1
TEST RESULTS Report No: 90093 -1
Page 1 of 1
OMC, %: 19.9
112 - 100% Saturation MDD, pcf: 104.5
(SG = 2.65)
Description: Cement Treated
Brown Clay
108 Desc. of Ram.: Mechanical
Prep. Method: Dry
104
p 100
96
92
88 6 8 10 12 14 16 18 20 22 24 26 28 30 32
Moisture Content ( %)
Atterberg Limits: LL = 33 PL = 25 11: 8
Remarks: Sample #8417
Test Method: ASTM D -698 Method -A
/
Charge: The City of Coppell Attn: Mr. Keith Marvin, P.E.
Dig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. Resp qCtf y ed,
(1 -ec copy) Allian • - eotechnical Group
1 -ec Freese & Nichols, Inc. Attn: B. Caleb Thornhill, P.E.
1 -ec JRJ Paving Attn: Mr. Marty Murphy
1-ec The City of Coppell Attn: Rhonda Adloo
1 -hc The City of Coppell Attn: Mr. Larry Davis �' /j
if
Robert P. Nance, Sr. Project Manager
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.