ST9902-LR130725<0 R�LIfiIYCE
GEOTECFiPlICflL
QiOUP
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: 07/24/2013
Report Date:
07125/2013
Sampled By: Griffiths, Robert
Project:
West Sandy Lake Road
By Order Of:
Location:
8in Water Main
Order Number: 1770
Client:
City of Coppell
REPORT:
Nuclear Field Density Test
LAB NO: 149083
Test Method: See Below
TEST RESULTS
Report No:
Page 1 of 1
Optimum
Maximum
Proctor Moisture
Dry Density
Proctor No
Date (%)
(pcf) Color / Description
148639 -2
07/17/2013 12.0
115.9 Medium Brown Sandy Clay
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 0.0
Location:
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 0 Station 1 +95 125.5 14.0 110.1 148639 -2 1 +2.0
Gauge No.: 4877 Daily Standard Counts: 07/24/2013 DS: 4007 MS: 515
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.
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kak , CME Department Manager
95.0 Pass
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.