Sales Tax 09-LR101017I9�Lkfii'ICE
GEOTECFit`tICAL
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: C10 -1013
Report Date: 10/17/2010
Project: Heartz Road
Location: Corner of Heartz and Sandy Lake
Client: The City of Coppell
REPORT: Proctor
TEST RESULTS Report No: 93641
Page 1 of 1
123
119
a 115
(IJ 111
ca
107
103
99
Date Sampled: 10/11/2010
Sampled By: Pierce Wingerd
By Order Of: Client
Order Number: 1770
LAB NO: 93641
100 Saturat{on
(SG = 2.65)
7 4 6 R 10 12 14 lfi 18 20 22
N
24 26
OMC, %: 13.7
MDD, pcf: 115.5
Description: Light Brown
Sandy Clay with
Traces of Gravel
Desc. of Ram.: Mechanical
Prep. Method: Dry
Moisture Content ( %)
Group Symbol: SC Sieve % Passing
AASHTO: A -6(5) No. 200 50
Atterberg Limits: LL = 36 PL = 19 PI = 17
Remarks: Sample #8651
Test Method: ASTM D -698 Method -A
Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin P.E. Respectfully Submitted
(1 -cc copy)
1 -cc The City of Coppell Attn: Mr. Rick O'Dell 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.