Sales Tax 09-LR101213nLUMICE
II
:117 QeOTE
GROUff
Acct ID: 1770
Report Date: 12/13/2010
Project: Heartz Road
Location: Heartz Rd.
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: 12/08/2010
Sampled By: Wingerd, Pierce
By Order Of: Ricardo
Order Number: 1770
Client:
The City of Coppell
REPORT:
Nuclear Field Density Test
LAB NO: 95769
Test Method: See Below
TEST RESULTS Report No: 95769
Page 1 of 1
Optimum
Maximum
Proctor Moisture
Dry Density
Proctor No
Date ( %)
(pcf)
Color/ Description
93641
10/11/2010 13.7
115.5
Light Brown Sandy Clay with Traces of Gravel
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 -2.0 4.0
Material
Test Lift # /
No. Depth Location
Wet Moisture Dry Percent
Density Content Density Proctor Spec. Moisture Proctor Pass
(pcf) % (pcf) Number No, Deviation Density Fail
1 -3' Northbound Heartz Rd. - Station
12 +00
2 -1' Northbound Heartz Rd. - Station
12 +00
130.7 15.5 113.2 93641 1 +1.8 98.0 Pass
128.8 15.1 111.9 93641 1 +1.4 96.9 Pass
Gauge No.: 5669 Daily Standard Counts: 12/08/2010 DS: 3460 MS: 470
Test Methods: ASTM D6938 -07
Charge: The City of Coppell Attn: Mr. Keith Marvin, P.E.
Ong: 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 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.