SW0801-LR101122 (2) nLurtricE Consulting Engineering *Geotechnical Engineering * Construction Materials
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3228 Halifax Street, Suite A, Dallas, Texas 75247
OE TECtiritcrL Phone: (972) 444 -8889 Fax: (972) 444 -8893
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Acct ID: 1770 File No: C10 -10 6 Date Sampled: 11/09/2010
Report Date: 11/22/2010 — Sampled By: Steve Whitney
Project: Sidewalk Improvements ' By Order Of: Client
Location: Sidewalk 795 Denton Tap Road South of R . rack Order Number: 1770
Client: The City of Coppell
REPORT: Proctor LAB NO: 94780
TEST RESULTS Report No: 94780
Page 1 of 1
OMC, %: 13.6
121 100% Saturation MDD, pcf: 113.0
(SG = 2.65)
Description: Brown and Gray
Sandy Clay
117 Desc. of Ram.: Mechanical
Prep. Method: Dry
a 113
0 104.
0
105
101
47 0 2 4 6 8 10 12 14 16 18 20 22 . z- 26
Moisture Content (%)
Group Symbol: ML / fl / Sieve % Passing
AASHTO: A -4(10) f i No. 200 38
Atterberg Limits: LL = 34 PL = 25 PI = 9 1 �
I
Remarks: Sample #8764 7`
Test Method: ASTM D -698 Method -C
Orig: City The Cit of Coppell Co Attn: Mr. Larry Davis (1-cc co
(Coppell, TX ) ry t copy) Respectfully Submitted,
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.