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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: C13 -0634
Date Sampled: 09/06/2013
Report Date:
09/10/2013
Percent
Proctor
Density
Sampled By: Roberts, Duce
Project:
West Sandy Lake Road
-3'
By Order Of:
Location:
42" RCP Storm Line
12 +30
Order Number: 1770
Client:
City of Coppell
105.1
148639 -1
REPORT:
Nuclear Field Density Test
-1'
LAB NO: 151199
123.2
17.4
12 +30
Test Method: See Below
1
+0.8
TEST RESULTS
Report No: 151199
121.9
17.1
104.1
Page 1 of 1
1
Optimum
Maximum
Pass
Proctor Moisture
Dry Density
Proctor No
Date (%)
(pcf) Color / Description
148639 -1
07/17/2013 16.6
106.2 Dark Brown Sandy Clay
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 0.0 4.0
Location
Test Lift # /
No.
Depth
Location
1
4
42" RCP Storm Line F at Station
Percent
Proctor
Density
Pass
Fail
12 +30
2
-3'
42" RCP Storm Line F at Station
1
+2.0
12 +30
3
-2'
42" RCP Storm Line F at Station
105.1
148639 -1
12 +30
4
-1'
42" RCP Storm Line F at Station
123.2
17.4
12 +30
Wet
Density
(pcf)
Moisture
Content
%
Dry
Density
(pcf)
Proctor
Number
Spec.
No.
Moisture
Deviation
Percent
Proctor
Density
Pass
Fail
124.2
18.6
104.7
148639 -1
1
+2.0
98.6
Pass
123.1
17.1
105.1
148639 -1
1
+0.5
99.0
Pass
123.2
17.4
104.9
148639 -1
1
+0.8
98.8
Pass
121.9
17.1
104.1
148639 -1
1
+0.5
98.0
Pass
Gauge No.: 3606 Daily Standard Counts: 09/06/2013 DS: 3010 MS: 495
Remarks: AGG did not observe backfill operations.
Test Methods: ASTM D6938 -10
CONFORMS
Client: City of Coppell Attn: Mr. Rick O'Dell (1 -cc copy)
Ong: 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 CLIENTAND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.