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Acct ID: 1770
Report Date: 11/13/2013
Project: West Sandy Lake Road
Location: 8" Sanitary Sewer Line
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
File No: C13 -0634
Date Sampled
Sampled By:
By Order Of:
Order Number
11/12/2013
Jones, Richard
1770
Client: City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 154450
Test Method: See Below
TEST RESULTS Report No: 154450
Page 1 of 2
Optimum Maximum
Proctor Moisture Dry Density
Proctor No Date (%) (pcf)
148639 -2 07/17/2013 12.0
115.9
Color / Description
Medium Brown Sandy Clay
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
-3'
8" Sanitary Sewer Line A -1 - Station
130.3
14.6
113.7
148639 -2
1
+2.6
98.1
Pass
4 +08
2
-2'
8" Sanitary Sewer Line A -1 - Station
128.0
15.4
110.9
148639 -2
1
+3.4
95.7
Pass
4 +10
3
-1'
8" Sanitary Sewer Line A -1 - Station
127.7
14.8
111.2
148639 -2
1
+2.8
95.9
Pass
4 +12
4
-3'
8" Sanitary Sewer Line A -1 - Station
1263
14.3
110.5
148639 -2
1
+2.3
95.3
Pass
2 +70
5
-2'
8" Sanitary Sewer Line A -1 - Station
127.5
15.0
110.9
148639 -2
1
+3.0
95.7
Pass
2 +72
6
-1'
8" Sanitary Sewer Line A -1 - Station
128.3
13.9
112.6
148639 -2
1
+1.9
97.2
Pass
2 +74
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
&dla�
Perry C. K ara, 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.
Arl
MM CiEOTECHhlCRL
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: 11/12/2013
Report Date: 11/13/2013 Sampled By: Jones, Richard
Project: West Sandy Lake Road By Order Of:
Location: 8" Sanitary Sewer Line Order Number: 1770
Client: City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 154450
Test Method: See Below
TEST RESULTS Report No: 154450
Page 2 of 2
Gauge No.: 4653 Daily Standard Counts: 11/12/2013 DS: 2912 MS: 494
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
A�_
Perry C. K kara, 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.