Sales Tax 09-LR110214 (2)ti �I
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Acct ID: 1770
Report Date: 02/14/2011
Project: Clear Creek
Location: Clear Creek
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
File No: C10 -1014 Date Sampled: 02/11/2011
Sampled By: Hanks, Marvin
By Order Of: Rick Odell
Order Number: 1770
Client: City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 97483
T est Method: See Below
TEST RESULTS Report No: 97483
Page 1 of 1
Proctor
Proctor No Date
97470 -3 02/08/2011
Optimum Maximum
Moisture Dry Density
N (Pcfl
32.5 86.1
Specification
Color / Description
Lime Treated Brown and Tan Clay
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 -2.0 4.0
Material
Gauge No.: 5669 Daily Standard Counts: 02/11/2011 DS: 3454 MS: 467
Test Methods: ASTM D6938 -07
Ong: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. (1 -cc copy)
1 -cc City of Coppell Attn: Mr. Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
Percent
Proctor Pass
Density Fail
96.1 Pass
95.7 Pass
95.9 Pass
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.
Wet
Moisture
Dry
Test
Lift # /
Density
Content
Density
Proctor
Spec.
Moisture
No.
Depth
Location
(Pcf)
%
(pcf)
Number
No.
Deviation
1
Final
491 westbound Clear Creek
110.7
33.8
82.7
97470 -3
1
+1.3
2
Final
471 westbound Clear Creek
110.6
34.2
82.4
97470 -3
1
+1.7
3
Final
459 westbound Clear Creek
110.9
34.3
82.6
97470 -3
1
+1.8
Gauge No.: 5669 Daily Standard Counts: 02/11/2011 DS: 3454 MS: 467
Test Methods: ASTM D6938 -07
Ong: City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E. (1 -cc copy)
1 -cc City of Coppell Attn: Mr. Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
Percent
Proctor Pass
Density Fail
96.1 Pass
95.7 Pass
95.9 Pass
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.