MA1001-LR100618II
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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: C10 -0535 Date Sampled: 06/07/2010
Report Date: 06/18/2010 Sampled By: Sean Scott
Project: Denton Tap & Sandy Lake Brick Paver Replacement C.I.P Project By Order Of: Rick O'Dell
MA 10 -01
Location: Northbound Turn Lane Order Number: Vendor #9176
Client: The City of Copp
REPORT: Soils Attachment
LAB NO: 86276 -1
Test Method: See Below
TEST RESULTS Report No: 86276 -1
Page 1 of 1
Attached is the proctor report.
Remarks: See attached report. Sample #7677
Charge: The City of Coppell Attn: George S. Marshall, P.E.
Ong: The City of Coppell (Coppell, TX) Attn: George S. Marshall, P.E.
(1 -ec copy)
1 -ec Jim Bowman Construction Company, L.P Attn: Lee Halencak, P.E.
1 -ec The City of Coppell Attn: Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
1
�— --
Robert P. Nance, Sr. Project Manager
MOISTURE DENSITY RELATIONSHIP REPORT
. .
119
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117
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115
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tt
113
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ZAV for
Sp.G.
109
2.65
7 9 11 13 15 17 19
Water content, %
Test specification: ASTM D 698-00 Procedure A Standard
Elev/
Depth
Classification
Nat.
Moist.
Sp.G.
LL
Pi
% >
No.4
% <
No.200
USCS
AASHTO
29
16
TEST RESULTS
MATERIAL DESCRIPTION
Maximum dry density = 118.3 pcf
Optimum moisture = 12.4 %
Reddish Sandy Clay
Project No. CI0 -0535 Client: City of coppell
Project: Denton Tap & Sandy Lake Brick Paver Replacement C.I.P Project MA 10-01
Location: North Bound Turn Lane (Sampled 6-7-1.0)
Remarks:
CI0-0535-86276-1
AGG
Figure 7677
MOISTURE DENSITY RELATIONSHIP REPORT
ALLIANCE GEOTECHNICAL GROUP
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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: C10 -0535
Report Date: 06/18/2010
Project: Denton Tap & Sandy Lake Brick Paver Replacement C.I.P Project
MA 10 -01
Location: East Bound Lane
Date Sampled: 06/07/2010
Sampled By: Sean Scott
By Order Of: Rick O'Dell
Order Number: Vendor #9176
Client: The City of Coppell
REPORT: Soils Attachment LAB NO: 86276
Test Method: See Below
TEST RESULTS Report No: 86276
Page 1 of 1
Attached is the proctor report.
Remarks: See attached report. Sample #7676
Charge: The City of Coppell Attn: George S. Marshall, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: George S. Marshall, P.E.
(1 -ec copy)
1 -ec Jim Bowman Construction Company, LP Attn: Lee Halencak, P.E.
1 -ec The City of Coppell Attn: Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
Y 4 . 9--
Robert P. Nance, Sr. Project Manager
MOISTURE DENSITY RELATIONSHIP REPORT
115
113
111
U
Q
C
N
s�
109
107
ZAV for
Sp.G. _
2.65
105 .
. .
11
L
i
9 11 13 15 17 19 21
Water content, %
Test specification: ASTM D 698 -00 Procedure A Standard
Elev/
Depth
Classification
Nat.
Moist.
Sp..
G
LL
PI
% >
No.4
% <
No.200
USCS
AASHTO
36
21
TEST RESULTS
MATERIAL DESCRIPTION
Maximum dry density = 113.0 pcf
Optimum moisture = 14.4 %
Reddish Brown Clay w/ Gravel
Project No. C10 -0535 Client: City of Coppell
Project: Denton Tap & Sandy Lake Brick Paver Replacement C.I.P Project MA 10 -01
• Location: East Bound Lane (Sampled 6 -7 -10)
Remarks:
C10- 0535 -86276
AGG
Fi 7676
MOISTURE DENSITY RELATIONSHIP REPORT
ALLIANCE GEOTECHNICAL GROUP