Sales Tax 09-LR110304 (2)LLInNCE
OEOTECHNICML I
GROUr
Acct ID: 1770
Report Date: 03/04/2011
Project: Clear Creek
Location: Clear Creek Lane
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: 03/02/2011
Sampled By: Hanks, Marvin
By Order Of: Rick O'dell
Order Number: 1770
Client:
City of Coppell
Wet
Moisture
REPORT:
Nuclear Field Density Test
LAB NO: 98114
Percent
Test
Lift # /
Test Method: See Below
Density
Content
Density
Proctor
TEST RESULTS Report No: 98114
Moisture
Proctor
Pass
No.
Page 1 of 1
Location
(pcf)
Optimum
Maximum
Number
No.
Proctor
Moisture
Dry Density
1
Proctor No
Date
(%)
(pcf)
Color / Description
97470 -3
02/08/2011
32.5
86.1
Lime Treated Brown and Tan Clay
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 -2.0 4.0
Material
Gauge No.: 5669 Daily Standard Counts: 03/02/2011 DS: 3453 MS: 467
Test Methods: ASTM D6938 -07
Orig: 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
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
Percent
Test
Lift # /
Density
Content
Density
Proctor
Spec.
Moisture
Proctor
Pass
No.
Depth
Location
(pcf)
%
(pcf)
Number
No.
Deviation
Density
Fail
1
Final
490 Clear Creek Lane
109.5
32.9
82.4
97470 -3
1
+0.4
95.7
Pass
2
Final
470 Clear Creek Lane
109.9
32.6
82.9
97470 -3
1
+0.1
96.3
Pass
3
Final
450 Clear Creek Lane
109.5
31.8
83.1
97470 -3
1
-0.7
96.5
Pass
Gauge No.: 5669 Daily Standard Counts: 03/02/2011 DS: 3453 MS: 467
Test Methods: ASTM D6938 -07
Orig: 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
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.