Tax 2011B-LR121205HLLIPMtCE
41 � GEC7TECHf11CRL
fiiiOUP
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: C12 -1001 Date Sampled: 12/03/2012
Report Date: 12/05/2012 Sampled By: Kevin Graham
Project: Vanbebber Drive Street Improvements By Order Of: Chris
Location: Vanbebber Dr, West Bound STA 22 +00 Order Number: 1770
Client: City of Coppell
REPORT. Proctor LAB NO: 139314 -1
Client PO: Q- 0612 -01 TEST RESULTS Report No: 139314 -1
Page 1 of 1
109
105
101
.T
97
N
93
89
8`s
a
77
100% Saturation
SG = 2.6
Estimated
7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41
Group Symbol: ML
AASHTO: A -7 -5(15)
Atterberg Limits: LL = 43 PL = 32
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 = 11
CIVIC, %: 23.3
MDD, pcf: 97.0
Description: Lime Treated
Brown Clay
Desc. of Ram.: Mechanical
Prep. Method: Dry
Respectfully Submitted,
Alliance Geotechnical Group
lilLt
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.