Tax 2011B-LR130122 (2)19LUMICE
L GEOTECHNIC19L
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: 01/17/2013
Report Date: 01/22/2013 Sampled By: Bradley Burgdorf
Project: Vanbebber Drive Street Improvements By Order Of: Chris
Location: Van Bebber ST. NB @ 14 +25 Order Number: 1770
Client: City of Coppell
REPORT. Proctor LAB NO: 140951 -1
Client PO: Q- 0612 -01 TEST RESULTS Report No: 140951 -1
Page 1 of 1
111
'107
1£13
a
99
95
U
L�
9i
87
83
79
Group Symbol: CH
AASHTO: A -7 -6(53)
Atterberg Limits: LL = 69 PL = 23
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 = 46
CIVIC, %: 22.3
MDD, pcf: 99.2
Description: Brown Clay with
Some Sand
Desc. of Ram.: Mechanical
Prep. Method: Dry
Respectfully Submitted,
Alliance Geotechnical Group
THIS REPORTAPPLIES 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 REPRESENTAN 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.