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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: C13 -0634 Date Sampled: 10/21/2013
Report Date: 10/22/2013 Sampled By: Jones, Richard
Project: West Sandy Lake Road By Order Of:
Location: West of bridge Order Number: 1770
Client: City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 153550
Test Method: See Below
TEST RESULTS Report No: 153550
Page 1 of 1
Proctor
Proctor No Date
153022 10/11/2013
Optimum Maximum
Moisture Dry Density
(%) (Pcf)
12.0
120.6
Color / Descriptiol
Crushed Concrete
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 0.0 5.0
Location:
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'
10' West of bridge centerline
129.1 12.3
115.0
153022
1
+0.3
95.4
Pass
2
Final
15' West of bridge centerline
131.5 13.0
116.4
153022
1
+1.0
96.5
Pass
Gauge No.: 4563 Daily Standard Counts: 10/21/2013 DS: 2889 MS: 492
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
A�L
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.