Sales Tax 09-LR101221 (2)� f1LLIANCE
GEOTECNC1ICfiL
GFiOUP
Acct I D: 1770
Report Date: 12/21/2010
Project: Heartz Road
Location: Heartz Rd.
Client: The City of Coppell
REPORT: Lime Depth Verification
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
TEST RESULTS
Date Sampled: 12/17/2010
Sampled By: Marvin Hanks
By Order Of Cruz w /RKM
Order Number: 1770
LAB NO: 96124 -1
Test Method: See Below
Report No: 96124 -1
Page 1 of 1
A field representative for Alliance Geotechnical Group, checked the depth of lime treatment of the subgrade after
compaction. Depth measurements were performed using a phenolphthalein indicatior to verify compliance with project
specifications that require a minimum 6 in. compacted thickness. The test results follow.
Sample Depth,
No. Location in.
1 Southbound Heartz Rd. east section at 141 Heartz Rd. 7.75
2 Southbound Heartz Rd. east section at 153 Heartz Rd. 7.50
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
Respectfully Submitted
Alliance Geotechnical Group
Perry C. Kakara, Sr. Project Manager
THIS REPORT APPLIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE SAMPLES) TESTED AND /OR OBSERVED ARID 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 VATHOUT bVRITTEN PERMISSION