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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: C13 -0634 Date Sampled: 07/25/2013
Report Date: 07/29/2013 Sampled By: Griffiths, Robert
Project: West Sandy Lake Road By Order Of:
Location: 8" Water Line Order Number: 1770
Client: City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 149131
Test Method: See Below
Optimum
Proctor Moisture
Proctor No Date ( %)
148639 -1 07/17/2013 16.6
TEST RESULTS
Maximum
Dry Density
(pcf) Color / Description
106.2 Dark Brown Sandy Clay
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 0.0
Location:
Test Lift # /
No. Depth Location
Wet Moisture Dry
Density Content Density
(pcf) % (pcf)
Report No: 149131
Page 1 of 1
Percent
Proctor Spec. Moisture Proctor Pass
Number No. Deviation Density Fail
1 0' 8" Water Line - Windy Hollow- 120.5 19.0 101.3 148639 -1
Station 1 +50
Gauge No.: 4877 Daily Standard Counts: 07/25/2013 DS: 4014 MS: 516
Test Methods: ASTM D6938 -10
CONFORMS
Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy)
Orig: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
1 +2.4 95.4 Pass
Respectfully Submitted,
Alliance Geotec nical Group
Douglas S. and, P.E., Senior 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 CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.