MA1001-LR100608R�UAncE
G GEOTECHI'IfCRL
GRC?UP
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
Acct ID: 1291 File No: C10 -0535
Report Date: 06/08/2010
Project: Denton Tap & Sandy Lake Brick Paver Replacement C.I.P Project
MA 10 -01
Location: Denton Tap & Sandy Lake Intersection
Client: The City of Coppell
REPORT: Proctor Pickup Cancellation
Date Sampled: 06/07/2010
Sampled By: Robert Nance
By Order Of: Rick O'Dell
Order Number: Vendor #9176
LAB NO: 86168
TEST RESULTS Report No: 86168
Page 1 of 1
As requested, a representative of Alliance Geotechnical Group, went to the project site to pick up soil samples to
perform Moisture Density relationship testing. Upon arrival, AGG Representative was informed the contractor was not
ready and would reschedule for the following morning.
Orig: The City of Coppell (Coppell, TX) Attn: George S. Marshall, P.E.
(1 -ec copy)
1 -ec The City of Coppell Attn: Rick O'Dell
1 -ec Jim Bowman Construction Company, LP Attn: Lee Halencak, P.E.
Respectfully Submitted,
Alliance Geotechnical Group
Robert P. Nance, Sr. Project Manager
06/24/2010 THU 10:08 FAX 2003/013
MOISTURE DENSITY RELATIONSHIP REPORT
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Water content, %
Test specification: ASTM D 698 - 00 Procedure A Standard
Eiev! Classification Nat. a/ > %
Depth USCS AASHTO Moist. Sp.G. LL PI No.4 No.200
36 21
TEST RESULTS MATERIAL DESCRIPTION
Maximum dry density = 113.0 pcf Reddish Brown Clay w /Grave
Optimum moisture = 14.4 %
Project No. C10 -0535 Client: City of Coppeil Remarks:
Protect: Denton Tap & Sandy Lake Brick Paver Replacement C.LP Project MA 10 -0I C10 -0535 -86276
• Location: East Bound Lane (Sampled 6 -7 -10) AGO _
MOISTURE DENSITY RELATIONSHIP REPORT
ALLIANCE GEOTECHNICAL GROUP Figure 7676
il
06/24/2010 THU 10:09 FAX 2004 /013
MOISTURE DENSITY RELATIONSHIP REPORT
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7 9 11 13 15 17 19'
Water content, %
Test specification: ASTM D 698 -00 Procedure A Standard I
i
EIev/ Classification Nat. % > % <
Depth USCS AASHTO Moist. Sp.G, LL PI No.4 No.200
29 16
TEST RESULTS MATERIAL DESCRIPTION
Maximum dry density — 118.3 pcf Reddish Sandy Cla
Optimum moisture = 12.4
Project No. C10 - 0535 Client: City of Coppell Remarks:
f.
Project: Denton Tap & Sandy Lake Brick Paver Replacement C,1.P Project MA 10 -01 C10- 0535 - 86276 -1
Location: N orth Bound Turn Lane (Sampled - -1
AGO ,
• (S p ed 6 7 0)
MOISTURE DENSITY RELATIONSHIP REPORT ALLIANCE GEOTECHNICAL GROUP Figure 7677