ST9902-LR131014E �'ECE
TECHPlICRL
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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: 10/10/2013
Report Date: 10/14/2013 Sampled By: Roberts, Duce
Project: West Sandy Lake Road By Order Of:
Location: Abutment #1 Order Number: 1770
Client: City of Coppell
REPORT. Nuclear Field Density Test LAB NO: 153020
Test Method: See Below
TEST RESULTS Report No: 153020
Page 1 of 1
Optimum Maximum
Proctor Moisture Dry Density
Proctor No Date (%) (pcf)
152198 -1 09/26/2013 12.8
115.0
Color / Description
Reddish Brown Clayey Sand
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 0.0 5.0
Location: Abutment #1
Wet
Moisture
Dry
Percent
Test
Lift # /
Density
Content
Density
Proctor
Spec.
Moisture
Proctor
Pass
No.
Depth Location
(pcf)
%
(pcf)
Number
No.
Deviation
Density
Fail
1
1' South Wing Wall
126.9
15.7
109.7
152198 -1
1
+2.9
95.4
Pass
2
2' South Wing Wall
128.0
14.9
111.4
152198 -1
1
+2.1
96.9
Pass
Gauge No.: 10102013 Daily Standard Counts: 10/1012013 DS: 3003 MS: 502
Test Methods: ASTM D6938 -10
CONFORMS
Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy)
Ong: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, CME Department 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.