ST9902-LR130724ALLInNCE
GEOTECHNIC19L
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: 07/23/2013
Report Date:
07/24/2013
Spec.
No.
Sampled By: Griffiths, Robert
Project:
West Sandy Lake Road
1
By Order Of:
Location:
Storm Drain, Eastbound Shoulder
Order Number: 1770
Client:
City of Coppell
1
+3.9
REPORT:
Nuclear Field Density Test
2
LAB NO: 148926
Station 65 +00
126.6
12.1
Test Method: See Below
148639 -2
1
TEST RESULTS
Report No: 148926
Pass
3
-2'
Page 1 of 1
124.4
Optimum
Maximum
148639 -2
1
Proctor Moisture
Dry Density
Fail
Proctor No
Date (%)
(pcf) Color / Description
128.0
148639 -2
07/17/2013 12.0
115.9 Medium Brown Sandy Clay
1
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 0.0
Location: Eastbound Shoulder
Test
No,
Lift # /
Depth
Location
Wet Moisture
Density Content
(pcf) %
Dry
Density
(pcf)
Proctor
Number
Spec.
No.
Moisture
Deviation
Percent
Proctor
Density
Pass
Fail
1
4
Station 65 +00
129.0
15.9
111.3
148639 -2
1
+3.9
96.0
Pass
2
-3'
Station 65 +00
126.6
12.1
112.9
148639 -2
1
+0.1
97.4
Pass
3
-2'
Station 65 +00
124.4
17.1
106.2
148639 -2
1
+5.1
91.6
Fail
4
-2'
Station 65 +00
128.0
15.0
111.3
148639 -2
1
+3.0
96.0
Pass
5
-1'
Station 65 +00
125.8
12.3
112.0
148639 -2
1
+0.3
96.6
Pass
6
0
Station 65 +00
127.0
13.3
112.1
148639 -2
1
+1.3
96.7
Pass
Gauge No.: 4877 Daily Standard Counts: 07/23/2013 DS: 4035 MS: 516
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
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.