Sales Tax 09-LR101213 (2)I II
ME
GEOTECHNICML
GROUr
Acct ID: 1770
Report Date: 12/13/2010
Project: Clear Creek
Location: Clear Creek
Client: The City of Coppell
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
1210, 4 15=111101511111112.
Date Sampled: 12/08/2010
Sampled By: Wingerd, Pierce
By Order Of: Rick O'dell
Order Number: 1770
REPORT: Nuclear Field Density Test LAB NO: 95716 -1
Test Method: See Below
TEST RESULTS Report No: 95716 -1
Page 1 of 1
Optimum
Proctor Moisture
Proctor No Date (%)
8962 12/08/2010 29.8
Maximum
Dry Density
(pcf) Color/ Description
89.6 Lime Treated Gray Clay
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 -2.0 4.0
Material:
Wet
Moisture
Dry
Percent
Test
Lift # /
Density
Content
Density
Proctor
Spec.
Moisture
Proctor
Pass
No.
Depth
Location
(Pco
%
(pcf)
Number
No.
Deviation
Density
Fail
1
SG
434 Clear Creek northbound lane
114.8
32.6
86.6
8962
1
+2.8
96.7
Pass
2
SG
428 Clear Creek northbound lane
114.0
33.3
85.5
8962
1
+3.5
95.4
Pass
3
SG
424 Clear Creek northbound lane
113.7
32.4
85.9
8962
1
+2.6
95.9
Pass
4
SG
418 Clear Creek northbound lane
115.0
33.7
86.0
8962
1
+3.9
96.0
Pass
Gauge No.: 5669 Daily Standard Counts: 12/08/2010 DS: 3460 MS: 470
Test Methods: ASTM D6938 -07
Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
(1 -cc copy)
1 -cc The City of Coppell Attn: Mr. Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
Perry C. Kakara, Sr. Project 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.