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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: C12 -1001
Date Sampled: 01/21/2013
Report Date:
01/23/2013
Proctor
Number
Sampled By:
Williams, Darius
Project:
Vanbebber Drive Street Improvements
1
By Order Of:
Chris
Location:
Vanbebber Drive
96.6
Order Number: 1770
Client:
City of Coppell
99.6
Pass
2
REPORT:
Nuclear Field Density Test
122.2
LAB NO:
141221
139314 -1
1
+4.8
Test Method:
See Below
Client PO:
Q- 0612 -01
TEST RESULTS
Report No:
141221
95.1
139314 -1
1
Page 1 of 2
98.0
Pass
Optimum
Maximum
54" water line, sta 11 +50
121.7
28.0
Proctor Moisture
Dry Density
1
+4.7
Proctor No
Date (%)
(pcf) Color / Description
-1'
54" water line, sta 14 +75
139314 -1
12/03/2012 23.3
97.0 Lime Treated Brown Clay
139314 -1
1
Specification
Moisture Band
Specification No. Moisture Specification Compaction, % Minimum Maximum
1 Opt +/ -5 95% -5.0 5.0
Material:
Test
No.
Lift # /
Depth
Location
Wet
Density
(pcf)
Moisture
Content
%
Dry
Density
(pcf)
Proctor
Number
Spec.
No.
Moisture
Deviation
Percent
Proctor
Density
Pass
Fail
1
Final
E.bound Vanbebber, sta 11 +75
119.5
23.7
96.6
139314 -1
1
+0.4
99.6
Pass
2
Final
E.bound Vanbebber, sta 14 +75
122.2
28.1
95.4
139314 -1
1
+4.8
98.4
Pass
3
-1'
54" water line, sta 11 +50
121.7
28.0
95.1
139314 -1
1
+4.7
98.0
Pass
4
Final
54" water line, sta 11 +50
121.7
28.0
95.1
139314 -1
1
+4.7
98.0
Pass
5
-1'
54" water line, sta 14 +75
122.2
26.6
96.5
139314 -1
1
+3.3
99.5
Pass
6
Final
54" water line, sta 14 +75
123.0
27.9
96.2
139314 -1
1
+4.6
99.2
Pass
7
-1'
54" water line, sta 17 +75
121.8
26.5
96.3
139314 -1
1
+3.2
99.3
Pass
8
Final
54" water line, sta 17 +75
122.8
27.6
96.2
139314 -1
1
+4.3
99.2
Pass
9
Final
E.bound Vanbebber, sta 17 +75
122.1
28.1
95.3
139314 -1
1
+4.8
98.2
Pass
10
Final
W.bound sidewalk, sta 15 +50
122.0
26.6
96.4
139314 -1
1
+3.3
99.4
Pass
11
Final
W.bound sidewalk, sta 14 +50
119.5
23.7
96.6
139314 -1
1
+0.4
99.6
Pass
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
Z�
Perry C. K ara, 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.
RLLIfN'ICE
GEQTECHtYICRL
COUP
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: C12 -1001
Report Date: 01/23/2013
Project: Vanbebber Drive Street Improvements
Location: Vanbebber Drive
Client: City of Coppell
REPORT: Nuclear Field Density Test
Date Sampled: 01/21/2013
Sampled By: Williams, Darius
By Order Of: Chris
Order Number: 1770
Test Method: See Below
Client PO: Q- 0612 -01 TEST RESULTS Report No: 141221
Page 2 of 2
Gauge No.: 3606 Daily Standard Counts: 01/21/2013 DS: 4030 MS: 519
Test Methods: ASTM D6938 -07
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 CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION.