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ST0301A-LR100923
,.. Consulting Engineering * Geotechnical Engineering * Construction Materials F LU:VICE 3228 Halifax Street, Suite A, Dallas, Texas 75247 aeOTECHr,Cr1L Phone: (972) 444 -8889 Fax: (972) 444 -8893 GROW Acct ID: 1770 File No: C10 -0631 Date Sampled: 09/20/2010 Report Date: 09/23/2010 Sampled By: Luis Ruiz Project: Bethel Road Paving & Utility Improvements By Order Of: James King Location: Bethal Road @ STA 37 +00 Order Number: Vendor #9176 Contractor: JRJ Paving Client: The City of Coppell REPORT: Proctor LAB NO: 90631 Client PO: AFE #910 -592 TEST RESULTS Report No: 90631 Page 1 of 1 OMC, %: 16.3 100% Saturation MDD, pcf: 109.7 116 _ (SG = 2.65) Description: Lime Treated Brown Clay 112 - • Desc. of Ram.: Mechanical Prep. Method: Dry ° - 108 a N © 104 100 96 • • 92 5 7 9 11 13 15 17 1• ;: 1 25 27 29 Moisture Conte• • Atterberg Limits: LL = 33 PL = 26 PI = 7 / Remarks: Sample #8463 Test Method: ASTM D -698 Method -A Charge: The City of Coppell Attn: Mr. Keith Marvin, P.E. Respectfully Submitted, Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. (1 - ec copy) Alliance Geotechnical Group 1 -ec Freese & Nichols, Inc. Attn: B. Caleb Thornhill, P.E. 1 -ec JRJ Paving Attn: Mr. Marty Murphy 1 -ec The City of Coppell Attn. Rhonda Adloo 1 -hc The City of Coppell Attn: Mr. Larry Davis at" — [ Robert P. Nance, 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.