Sales Tax 09-LR101217fILLWINCE
GEOTECHNICIlL
GROUr
Acct ID: 1770
Report Date: 12/17/2010
Project: Heartz Road
Location: Heartz Road
Client: The City of Coppell
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
File No: C10 -1013
REPORT: Lime - Treated Material Gradation
Date Sampled: 12/14/2010
Sampled By: Wingerd, Pierce
By Order Of: Cruz w/ RKM
Order Number: 1770
LAB NO: 95895
Test Method: See B elow
TEST RESULTS Report No: 95895
Page 1 of 1
A representative of Alliance Geotechnical Group checked the gradation of the lime- treated sub grade. Gradation tests
were performed on the mixed material prior to compaction to verify compliance with project specifications which require
a minimum of 100% passing the 1 3/4 in. sieve and 60% passing the #4 sieve. The test results follow.
The results of these tests indicate compliance of the treated subgrade with grading requirements of the specifications.
Passing
% Passing
Test No.
Location
1 3/4 in
No. 4
1
__ - - -- - -
N.bound Heartz Road, station 2 +50
100
62
2
N.bound Heartz Road, station 6 +00
100
68
3
N.bound Heartz Road, station 9 +50
100
65
4
N.bound Heartz Road, station 12 +75
100
70
Charge: The City of Coppell Attn: Mr. Keith Marvin, P.E
Ong: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. Respectfully Submitted,
(1 -cc copy) Alliance Geotechnical Group
1 -cc The City of Coppell Attn: Rhonda Adloo p
1 -cc The City of Coppell Attn: Mr. Rick O'Dell
Perry C. Kakara, Sr. Project Manager
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.