ST9902-LR130828=CJE0TF_CHr11CML 14_ G
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: 08/23/2013
Report Date:
08/28/2013
Spec.
No.
Sampled By: Roberts, Duce
Project:
West Sandy Lake Road
1
By Order Of:
Location:
Storm Drain
113.1
Order Number: 1770
Client:
City of Coppell
97.6
Pass
REPORT:
Nuclear Field Density Test
9 +00
LAB NO: 150221 -2
Test Method: See Below
TEST RESULTS
Report No: 150221 -2
8x3 RCP Storm Box Line F - Station
130.2 14.5
113.7
Page 1 of 1
1
Optimum
Maximum
Pass
Proctor Moisture
Dry Density
Proctor No
Date (%)
(pcf) Color/ Description
148639 -2
07/17/2013 12.0
115.9 Medium Brown Sandy Clay
-3'
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 0.0 5.0
Location:
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
-1'
8x3 RCP Storm Box Line F - Station
129.0 14.1
113.1
148639 -2
1
+2.1
97.6
Pass
9 +00
2
-2'
8x3 RCP Storm Box Line F - Station
130.2 14.5
113.7
148639 -2
1
+2.5
98.1
Pass
9 +00
3
-3'
8x3 RCP Storm Box Line F - Station
129.4 15.4
112.1
148639 -2
1
+3.4
96.7
Pass
9 +00
4
4
8x3 RCP Storm Box Line F - Station
129.2 14.5
112.8
148639 -2
1
+2.5
97.3
Pass
9 +00
5
-5'
8x3 RCP Storm Box Line F - Station
130.3 15.0
113.3
148639 -2
1
+3.0
97.8
Pass
9 +00
Gauge No.:
3635 Daily Standard Counts:
08/23/2013 DS:
2913
MS: 432
Remarks:
AGG did not observe backfill operations.
All locations and
depths are approximate.
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
&1,9L
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 CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.