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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: 11/18/2013
Report Date: 11/18/2013 Sampled By: Roberts, Duce
Project: West Sandy Lake Road By Order Of:
Location: Various Locations Order Number: 1770
Client: City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 154851
Test Method: See Below
TEST RESULTS Report No: 154851
Page 1 of 2
Optimum Maximum
Proctor
Moisture
Dry Density
2
Proctor No Date
(%)
(pcf)
Color / Description
148639 -1 07/17/2013
16.6
106.2
Dark Brown Sandy Clay
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 4.0
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
-5'
36 inch RCP, Line G at Station 4 +50 128.6
2
4
36 inch RCP, Line G at Station 4 +50 127.8
3
-3'
36 inch RCP, Line G at Station 4 +50 128.1
4
-2'
36 inch RCP, Line G at Station 4 +50 126.8
5
-1'
36 inch RCP, Line G at Station 4 +50 128.4
6
4
4x8 RCP Box, Line G at Station 2 +00 128.1
7
-3'
4x8 RCP Box, Line G at Station 2 +00 129.3
8
-2'
4x8 RCP Box, Line G at Station 2 +00 128.3
9
-1'
4x8 RCP Box, Line G at Station 2 +00 128.8
10
-6'
8 inch Sanitary Sewer Line at Station 122.6
148639 -2
1
10 +25
11
-5'
8 inch Sanitary Sewer Line at Station 120.5
113.4
148639 -2
10 +25
12
4
8 inch Sanitary Sewer Line at Station 122.5
14.7
112.7
10 +25
Client: City of Coppell Attn:
Mr. Rick O'Dell (1 -cc copy)
Ong: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
13.6
113.2
148639 -2
1
+1.6
97.7
Pass
14.2
111.9
148639 -2
1
+2.2
96.5
Pass
12.8
113.6
148639 -2
1
+0.8
98.0
Pass
14.4
110.8
148639 -2
1
+2.4
95.6
Pass
13.5
113.1
148639 -2
1
+1.5
97.6
Pass
13.0
113.4
148639 -2
1
+1.0
97.8
Pass
14.7
112.7
148639 -2
1
+2.7
97.2
Pass
15.0
111.6
148639 -2
1
+3.0
96.3
Pass
12.6
114.4
148639 -2
1
+0.6
98.7
Pass
18.5
103.5
148639 -1
1
+1.9
97.5
Pass
16.9 103.1 148639 -1 1 +0.3 97.1 Pass
16.6 105.1 148639 -1 1 +0.0 99.0 Pass
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.
AwAncE
G6EOTECNhICRL
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: 11/18/2013
Report Date:
11/18/2013
Sampled By:
Roberts, Duce
Project:
West Sandy Lake Road
By Order Of:
Location:
Various Locations
Order Number: 1770
Client:
City of Coppell
REPORT: Nuclear Field Density Test
LAB NO:
154851
Test Method:
See Below
TEST RESULTS
Report No:
154851
Page 2 of 2
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
13
-3' 8 inch Sanitary Sewer Line at Station 122.7
17.3
104.6
148639 -1
1 +0.7
98.5
Pass
10 +25
14
-2' 8 inch Sanitary Sewer Line at Station 121.5
17.1
103.8
148639 -1
1 +0.5
97.7
Pass
10 +25
15
-1' 8 inch Sanitary Sewer Line at Station 123.2
16.8
105.5
148639 -1
1 +0.2
99.3
Pass
10 +25
16
4 8 inch Sanitary Sewer Line at Station 119.8
17.2
102.2
148639 -1
1 +0.6
96.2
Pass
7 +25
17
-3' 8 inch Sanitary Sewer Line at Station 121.5
16.7
104.1
148639 -1
1 +0.1
98.0
Pass
7 +25
18
-2' 8 inch Sanitary Sewer Line at Station 122.4
16.8
104.8
148639 -1
1 +0.2
98.7
Pass
7 +25
19
-1' 8 inch Sanitary Sewer Line at Station 120.7
17.1
103.1
148639 -1
1 +0.5
97.1
Pass
7 +25
Gauge No.: 5669 Daily Standard Counts: 11/18/2013 DS: 3250 MS: 443
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
&/I/,-
Perry C. akara, 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.