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Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
Acct ID:
1770
File No: C10 -1036
Date Sampled:
01/14/2011
Report Date:
01/18/2011
Sampled By:
Gatton, Tim
Project:
Sidewalk Improvements
By Order Of:
Larry Davis
Location:
Driveway approach
Order Number:
1770
Client:
The City of Coppell
REPORT:
Nuclear Field Density Test
LAB NO:
96849 -1
Test Method:
See Below
TEST RESULTS
Report No:
96849 -1
Page 1 of 1
Optimum
Maximum
Proctor Moisture
Dry Density
Proctor No
Date N
(pcfl Color / Description
94780
11/09/2010 13.6
113.0 Brown and Gray Sandy Clay
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) % ( Number No. Deviation Density Fail
1 Final Driveway approach northbound 126.0 16.6 108.1 94780 1 +3.0 95.7 Pass
Denton Tap north driveway to Texaco
Gauge No.: 4877 Daily Standard Counts: 01/14/2011 DS: 4210 MS: 518
Test Methods: ASTM D6938 -07
Ong: The City of Coppell (Coppell, TX) Attn: Mr. Larry Davis (1 -cc copy)
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.