Sales Tax 09-LR101223fiLLiAnce
GEOTECHNICRL
cKour
Acct I D: 1770
Report Date: 12/23/2010
Project: Clear Creek
Location: 8" Waterline
Client: The City of Coppell
REPORT: Nuclear Field Density Test
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: 12/21/2010
Sampled By: Gatton, Tim
By Order Of: Ricardo w/ RKM
Order Number: 1770
LAB NO: 96256
Test Method: See Below
TEST RESULTS Report No: 96256
Page 1 of 1
Optimum
Maximum
Proctor Moisture
Dry Density
Proctor No Date (%)
(pcfl Color / Description
94744 -1 11/10/2010 23.6
97.1 Dark Grayish Brown Clay withLight Brown Clay
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 -2.0 4.0
Material
Gauge No.: 3412 Daily Standard Counts: 12/21/2010 DS: 3204 MS: 449
Test Methods: ASTM D6938 -07
Ong: 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
4 X_ 1 zF11_
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)
%
(pcfl
Number
No.
Deviation
Density
Fail
1
-2'
8" Waterline southbound Clear Creek 117.5
21.6
96.6
94744 -1
1
-2.0
99.5
Pass
- Station 8 +00
2
-2'
8" Waterline southbound Clear Creek 115.7
25.2
92.4
94744 -1
1
+1.6
95.2
Pass
- Station 5 +00
3
-2'
8" Waterline southbound Clear Creek 117.0
26.9
92.2
94744 -1
1
+3.3
95.0
Pass
- Station 12 +00
Gauge No.: 3412 Daily Standard Counts: 12/21/2010 DS: 3204 MS: 449
Test Methods: ASTM D6938 -07
Ong: 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
4 X_ 1 zF11_
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.