Tax 2011B-LR121129-' nl...l,.Ifi ICE
f GEOTECHNICML
�4
QROur
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: 11/27/2012
Report Date: 11/29/2012 Sampled By: Robert Griffiths
Project: Vanbebber Drive Street Improvements By Order Of: Chris
Location: 200'E of Denton Tap Order Number: 1770
Client: City of Coppell
REPORT: Proctor LAB NO: 138912 -1
Client PO: Q- 0612 -01 TEST RESULTS Report No: 138912 -1
Page 1 of 1
109
105
101
u 97
c 93
v
D
a
'7 89
85
81
77
100% Saturation
SG = 2.65
Estimated
Group Symbol:
MH
AASHTO:
A -5(15)
Atterberg Limits:
LL = 50 PL = 41
Test Method:
ASTM D -698 Method -A
Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy)
Ong: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
Moisture Content ( %)
PI = 9
3s �n
OMC, %: 23.9
MDD, pcf: 96.0
Description: Lime Treated
Brown Clay
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 REPRESENT AN ONGOING QUALITY ASSURANCE PROGRAM UNLESS SO
NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.
19LUnNCE
GEOTECHNICIIL
QROur
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
Report Date: 11/29/2012
Project: Vanbebber Drive Street Improvements
Location: EdgewoodNanbebber
Client: City of Coppell
REPORT: Proctor
Client PO: Q- 0612 -01
Group Symbol:
AASHTO:
Atterberg Limits:
Test Method:
100
9{
92
W
z 88
U1
v 84
G
8G
76
72
6�
Date Sampled: 11/27/2012
Sampled By: Robert Griffiths
By Order Of: Chris
Order Number: 1770
LAB NO: 138912 -2
TEST RESULTS Report No: 138912 -2
Page 1 of 1
MH
A -5(19)
LL = 58 PL = 48
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 = 10
CIVIC, %: 31.0
MDD, pcf: 87.3
Description: Lime Treated
Gray Clay
Desc. of Ram.: Mechanical
Prep. Method: Dry
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 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.