SW0801-LR101208nLUMICE
GROUr
Acct ID: 1770
Report Date: 12/08/2010
Project: Sidewalk Improvements
Location: Centerline
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 -1036 Date Sampled: 12/07/2010
Sampled By: Pierce Wingerd
By Order Of: Larry Davis
Order Number: 1770
Client:
The City of Coppell
Moisture
Dry
REPORT:
Nuclear Field Density Test
Density
LAB NO: 95634 -1
Density
Proctor Spec. Moisture Proctor Pass
No. Depth Location
Test Method: See Below
%
(pcf)
TEST RESULTS
Report No: 95634 -1
126.8
15.1
110.2
Page 1 of 1
Community Bank on Denton Tap
Optimum
Maximum
Proctor Moisture
Dry Density
Proctor No
Date (%)
(Pcf) Color / Description
94780
11/09/2010 13.6
113.0 Brown and Gray Sandy Clay
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 -2.0 4.0
Material
Gauge No.: 5669 Daily Standard Counts: 12/07/2010 DS: 3482 MS: 468
Test Methods: ASTM D6938 -07
Orig: The City of Coppell (Coppell, TX) Attn: Mr. Larry Davis (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
j
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. De Density Fail
1 Final Centerline of entrance into United
126.8
15.1
110.2
94780 1 +1.5 97.5 Pass
Community Bank on Denton Tap
south of Sandy Lake
Gauge No.: 5669 Daily Standard Counts: 12/07/2010 DS: 3482 MS: 468
Test Methods: ASTM D6938 -07
Orig: The City of Coppell (Coppell, TX) Attn: Mr. Larry Davis (1 -cc copy)
Respectfully Submitted,
Alliance Geotechnical Group
j
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.