ST0502B- LR150817 (2)ALLIfif10E
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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: C15-0812
Report Date: 08/19/2015
Project: Freeport Parkway North
Location: 8" Sewer Line A
Client: City of Coppell
REPORT: Nuclear Field Density Test
Date Sampled: 08/17/2015
Sampled By: Burgdorf, Bradley
By Order Of:
Order Number: 1770
LAB NO: 191441
Test Method: See Below
TEST RESULTS Report No: 191441
Page 1 of 1
CONFORMS
Orig: City of Coppell (Coppell, TX) Attn: Mr. Rick O'Dell (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
r
r
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
Optimum Maximum
Proctor
Moisture Dry Density
Proctor No
Date
(%) (pcf)
Color / Description
1191363-2
08/17/2015
14.5 115.4
Dark brown sandy clay with trace
of grey clay
and organics
Specification
Moisture Band
Specification
No.
Compaction, % Minimum
Maximum
1
95 -2.0
2.0
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�,
-9'
Station 7+95
127.8
16.4
109.8
191363-2
1
+1.9
95.1
Pass
2
-8'
Station 7+93
128.5
15.7
111.1
191363-2
1
+1.2
96.3
Pass
3
-7'
Station 7+91
128.9
15.5
111.6
191363-2
1
+1.0
96.7
Pass
4
-6'
Station 7+89
128.5
16.2
110.6
191363-2
1
+1.7
95.8
Pass
5
-5'
Station 7+87
127.4
15.8
110.0
191363-2
1
+1.3
95.3
Pass
6
4
Station 7+85
128.2
16.1
110.4
191363-2
1
+1.6
95.7
Pass
7
4
Station 7+83
128.1
15.5
110.9
191363-2
1
+1.0
96.1
Pass
8
_2-
Station 7+81
128.5
14.8
111.9
191363-2
1
+0.3
97.0
Pass
9
-1'
Station 7+79
127.8
16.4
109.8
191363-2
1
+1.9
95.1
Pass
10
Final
Station 7+76
127.4
15.6
110.2
191363-2
1
+1.1
95.5
Pass
Gauge No.:
7007
Daily Standard Counts:
08/17/2015 DS:
3044
MS: 376
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
r
r
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