Tax 2011B-LR121007W
ALLWINCE
GEt���jTECHNICIFIL
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: 10/07/2012
Project: Van Bebber Drive Street Improvements
Location: 200'W of Denton Tap on WBL of Van Bebber
Client: City of Coppell
REPORT: Proctor
120
116
112
- 108
a 104
a
100
96
92
88
Date Sampled: 10/03/2012
Sampled By: Robert Griffiths
By Order Of: Chris
Order Number: 1770
LAB NO: 136062 -2
TEST RESULTS Report No: 136062 -2
Page 1 of 1
1001ro Saturation
SG = 2.65
Estimated
Group Symbol: CL
AASHTO: A -7 -6(28)
Atterberg Limits: LL = 46 PL = 21
Test Method: ASTM D -698 Method -A
Ong: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy)
Moisture Content (%)
PI = 25
CIVIC, %: 17.1
MDD, pcf: 106.9
Description: Grayish Brown
Clay
Desc. of Ram.: Mechanical
Prep. Method: Dry
Respectfully Submitted,
Alliance Geotechnical Group
A��4-
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.
ALLIANCE
Ur
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: 10/07/2012
Project: Van Bebber Drive Street Improvements
Location: 200'W of Denton Tap on WBL of Van Bebber
Client: City of Coppell
REPORT: Proctor
122
118
114
C-. 110
a
106
0
0 102
98
94
90
Date Sampled: 10/03/2012
Sampled By: Robert Griffiths
By Order Of: Chris
Order Number: 1770
LAB NO: 136062
TEST RESULTS Report No: 136062
Page 1 of 1
Group Symbol: CL
AASHTO: A -7 -6(27)
Atterberg Limits: LL = 45 PL = 21
Test Method: ASTM D -698 Method -A
Ong: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy)
Moisture Content ( °o)
PI = 24
OMC, %: 17.2
MDD, pcf: 107.8
Description: Reddish Sandy
Clay w Calnods
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 CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.