Sales Tax 09-LR101123Wour
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: C10 -1013
Report Date: 11/23/2010 Previously Reported: 11/18/2010
Project: Heartz Road
Location: South Bound Heartz Road STA 11 +75
Client: The City of Coppell
REPORT: Proctor
Date Sampled: 11/11/2010
Sampled By: Tim Gatton
By Order Of: Larry
Order Number: 1770
LAB NO: 94750 -1
TEST RESULTS
97
93
v 89
_-
T
0 85
c�
81
77
Atterberg Limits: LL = 52 PL = 38
Remarks: Sample #8809
Test Method: ASTM D -698 Method -A
Charge: The City of Coppell Attn: Mr. Keith Marvin, P.E.
Ong: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
(1 -cc copy)
1 -cc The City of Coppell Attn: Rhonda Adloo
1 -cc The City of Coppell Attn: Mr. Rick O'Dell
lw�
OMC, W 30.7
MDD, pcf: 88.3
Description: Lime Treated
Gray Clay
Desc. of Ram.: Mechanical
Prep. Method: Dry
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, Sr. Project Manager
Report No: 94750 -1
Page 1 of 1
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLES) 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 4UTHOUT LNRITTEN PERMISSION.
73
17 19 21 23 25 27 29 31 33 35 37 39 41 43
Moisture Content (1/0)