ST0502B- LR150924ALLIfriCE
GMTECHNICML
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: C15-0812 Date Sampled: 09/21/2015
Report Date: 09/24/2015 Sampled By: Burgdorf, Bradley
Project: Freeport Parkway North By Order Of: Walter
Location: 8" Water Line Order Number: 1770
Client: City of Coppell
REPORT. Nuclear Field Density Test LAB NO: 193733
Test Method: See Below
TEST RESULTS Report No: 193733
Page 1 of 2
Proctor
Proctor No Date
191363-2 08/17/2015
Optimum Maximum
Moisture Dry Density
(%) (pcf)
14.5
115.4
Color / Description
Dark brown sandy clay with trace of grey clay and organics
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 -2.0 3.0
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
4'
Station 4+60
127.6
16.2
109.8
191363-2
1
+1.7
95.1
Pass
2
-3'
Station 4+60
127.6
15.3
110.7
191363-2
1
+0.8
95.9
Pass
3
-2'
Station 4+60
129.3
16.4
111.1
191363-2
1
+1.9
96.3
Pass
4
-1'
Station 4+60
128.6
16.5
110.4
191363-2
1
+2.0
95.7
Pass
5
Final
Station 4+60
127.6
16.2
109.8
191363-2
1
+1.7
95.1
Pass
6
4
Station 5+30
127.8
15.0
111.1
191363-2
1
+0.5
96.3
Pass
7
-3'
Station 5+30
129.6
15.6
112.1
191363-2
1
+1.1
97.1
Pass
8
-2'
Station 5+30
128.3
16.2
110.4
191363-2
1
+1.7
95.7
Pass
9
-1'
Station 5+30
128.2
16.8
109.8
191363-2
1
+2.3
95.1
Pass
10
Final
Station 5+30
127.5
14.9
111.0
191363-2
1
+0.4
96.2
Pass
11
4
Station 7+95
129.8
16.3
111.6
191363-2
1
+1.8
96.7
Pass
12
-3'
Station 7+95
128.7
17.1
109.9
191363-2
1
+2.6
95.2
Pass
13
-2'
Station 7+95
128.5
16.2
110.6
191363-2
1
+1.7
95.8
Pass
14
-1'
Station 7+95
130.5
16.7
111.8
191363-2
1
+2.2
96.9
Pass
15
Final
Station 7+95
128.6
16.8
110.1
191363-2
1
+2.3
95.4
Pass
16
4
Station 9+00
130.8
15.3
113.4
191363-2
1
+0.8
98.3
Pass
Orig: City of Coppell (Coppell,
TX) Attn: Mr. Rick O'Dell (1 -cc copy)
Respectfully
Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, 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
(CIMILLIMCE
EEOTECHNICML
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: C15-0812
Date Sampled: 09/21/2015
Report Date: 09/24/2015
Sampled By: Burgdorf, Bradley
Project:
Freeport Parkway North
By Order Of: Walter
Location:
8" Water Line
Order Number: 1770
Client:
City of Coppell
REPORT:
Nuclear Field Density Test
LAB NO: 193733
Test Method: See Below
TEST
RESULTS
Report No: 193733
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
17
-3' Station 9+00
126.1
12.8
111.8
191363-2 1 -1.7
96.9
Pass
18
-2' Station 9+00
127.2
13.4
112.2
191363-2 -1 -1.1
97.2
Pass
19
-1' Station 9+00
128.6
13.6
113.2
191363-2 I -0.9
98.1
Pass
20
Final Station 9+00
127.1
15.2
110.3
191363-2 I +0.7
95.6
Pass
Gauge No.: 7007 Daily Standard Counts: 09/21/2015 DS: 2998 MS: 377
Test Methods: ASTM D6938-10
CONFORMS
Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, SET, 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.