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GROUP
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: C12 -1001 Date Sampled: 01/19/2013
Report Date: 01/22/2013 Sampled By: Spooner, Charles
Project: Vanbebber Drive Street Improvements By Order Of: Chris
Location: Eastbound Vanbebber Dr. Order Number: 1770
Client: City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 141220
Test Method: See Below
Client PO: Q- 0612 -01 TEST RESULTS Report No: 141220
Page 1 of 1
Optimum
Proctor Moisture
Proctor No Date (%)
140951 -1 01/17/2013 22.3
Maximum
Dry Density
(pcf) Color / Description
99.2 Brown Clay with Some Sand
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 -2.0 4.0
Material:
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'
Eastbound Vanbebber Dr. -Station
118.4
20.3
98.4
140951 -1
1
-2.0
99.2
Pass
11 +25
2
Final
Eastbound Vanbebber Dr. - Station
121.6
22.0
99.7
140951 -1
1
-0.3
100.5
Pass
11 +25
Gauge No.: 3473 Daily Standard Counts: 01/19/2013 DS: 2896 MS: 467
Test Methods: ASTM D6938 -07
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. 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 CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.