Tax 2011B-LR130201C GE
i�ir�ce
07ECt1hICAL
OUP
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: 01/30/2013
Report Date:
02/01/2013
Sampled By:
Goldy, Dwight
Project:
Vanbebber Drive Street Improvements
By Order Of:
Chris
Location:
Vanbebber & Furgeson
Dry
Order Number: 1770
Client:
City of Coppell
Percent
Test
REPORT:
Nuclear Field Density Test
Density
LAB NO:
141737
Proctor
Spec.
Moisture
Test Method:
See Below
Client PO:
Q- 0612 -01
TEST RESULTS
Report No:
141737
(pcf)
Number
No.
Page 1 of 1
Density
Fail
Optimum
Maximum
Paving, W.bound, sta 16 +50,
116.6
23.8
Proctor Moisture
Dry Density
1
+1.5
Proctor No
Date (%)
(pcf) Color / Description
centerline
140951 -1
01/17/2013 22.3
99.2 Brown Clay with Some Sand
Specification
Moisture Band
Specification No. Moisture Specification Compaction, % Minimum Maximum
1 Opt + 95% 0.0
Material:
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
Final
Paving, W.bound, sta 16 +50,
116.6
23.8
94.2
140951 -1
1
+1.5
95.0
Pass
centerline
2
Final
Paving, W.bound, station 17 +00,
116.5
23.3
94.5
140951 -1
1
+1.0
95.3
Pass
centerline
Gauge No.: 7007 Daily Standard Counts: 01/30/2013 DS: 3246 MS: 392
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 akara, 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.