Sales Tax 09-LR101115Acct ID: 1770
Report Date: 11/15/2010
Project: Heartz Road
Location: Heartz Road
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 Date Sampled: 11/11/2010
Sampled By: Gatton, Tim
By Order Of: Larry
Order Number: 1770
Client: The City of Coppell
REPORT: Lime - Treated Material Gradation LAB NO: 94750
Test Method: See Below
TEST RESULTS Report No: 94750
Page 1 of 1
A representative of Alliance Geotechnical Group checked the gradation of the lime- treated subgrade. 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.
Test No. "! Location
1 ;Southbound Heartz Road, station 2 +00
2 Southbound Heartz Road, station 5 +00
3 Southbound Heartz Road, station 8 +00
-
_ - - - -_ .
4 Southbound Heartz Road, station 11 +00
Charge: The City of Coppell Attn: Mr. Keith Marvin, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
(1 -cc copy)
1 -cc The City of Coppell Attn: Rhonda Adloo
1 -cc The City of Coppell Attn: Mr. Rick O'Dell
% Passing % Passing
1 3/4 in No. 4
100
60
100 _
60
100
64
100
60
Respectfully Submitted,
Alliance Geotechnical Group
r t
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.