WA1004-LR140224 ALLIAnCE Consulting Engineering*Geotechnical Engineering*Construction Materials
3228 Halifax Street,Suite A,Dallas,Texas 75247
G GEOTECI-HIICAL Phone:(972)444-8889 Fax:(972)444-8893
GROUP
Acct ID: 1770 File No: C14-0138 Date Sampled:02/13/2014
Report Date:02/24/2014 Sampled By: Scott Brimingham
Project: SH 121 Water Line Relocation By Order Of: Alfredo
Location: 12"Water Line A @ 43+00 Order Number:1770
Client: City of Coppell
REPORT: Proctor LAB NO: 158238-1
TEST RESULTS Report No: 158238-1
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100%Saturation OMC,%: 11.8
132- SG=2.65 MOD,pcf: 121.8
Estimated
Description: Brown&Light
128.. .. . . . .. .:. ... . .. Brown Clayey
Sand
124 Desc.of Ram.: Mechanical
n Prep.Method: Dry
120 .
c iii
p 116 _ _ .... . .. . .:... ..
Z
0
112.
108
104- . _ .
1000 2 4 6 8 LO 12 14 16 18 20 22 24 26 28
Moisture Content(%)
Group Symbol: CL Sieve %Passing
AASHTO: A-6(10) No.200 37
Atterberg Limits: LL= 24 PL= 12 PI= 12
Test Method: ASTM D-698 Method-A
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Ong:City of Coppell(Coppell,TX)Attn:Mr.Albert Samanie o (1-cc copy)-,,% Respectfully Submitted,
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, , ,z,d I Alliance Geotechnical Group
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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.
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