PA0001-LR130705 Consulting Engineering*Geotechnical Engineering*Construction Materials
4ALLIfEICR 3228 Halifax Street,Suite A,Dallas,Texas 75247
0 GIIOTECHh1ICAL Phone:(972)444-8889 Fax:(972)444-8893
GROUP
Acct ID: 1770 File No: C13-0640 Date Sampled:07/02/2013
Report Date:07/05/2013 Sampled By: Swahayla Lay
Project: MacArthur Pa, ,Dog Park By Order Of:
Location: On-site Order Number:1770
Client: City of Coppell
REPORT: Proctor LAB NO: 148171
TEST RESULTS Report No: 148171
Page 1 of 1
118 ........._. .............:.._..._........ OMC,%: 18.8
100%Saturation
Si.=2.65 MDD,pcf: 103.5 7
114 ._.._ r...._.. ___..__._..;_ Estimated
Description:
Dark Brown and
Brown Sandy
110 ...... ._... ..._..;._ Clay w/Cal-Nods
and Organics
106 --..-.-------.................__...-....--------,.......... ' Desc.ofR am.. Mechanical
n. ........-... ._.... < . ............... ....'i-. - - Prep.Method: Dry
C102 _ ........._......... }............ .t-- ..
m .
0 I
94 ..
i
.
90 i : L
1
86
820 2 4 6 8 10 12 14 16 18 20 22 24 26 2: r 32 34 36 38
Moisture Content(%)
Group Symbol: CH
AASHTO: A-7-6(41)
Atterberg Limits: LL= 57 PL= 20 PH= 37 1 ' ' y
Test Method: ASTM D-698 Method-A '
,ot.\tf.,
Orig:City of Coppell(Coppell,TX)Attn: John Elias (1-ec copy) Respectfully Submitted,
Alliance Geotechnical Group
4..t2i
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.