SW0801-LR110207L_ -
u11
0 ho ur
Consulting Engineering * Geotechnical Engineering * Construction Materials
3228 Halifax Street, Suite A, Dallas, Texas 75247
Phone: (972) 444 -8889 Fax: (972) 444 -8893
Acct ID:
1770
File No: C10 -1036
Date Sampled:
01/31/2011
Report Date:
02/07/2011
Sampled By:
McDonald, Jack
Project:
Sidewalk improvements
By Order Of:
Larry Davis
Location:
504 Denton Tap
Order Number.
1770
Client:
City of Coppell
REPORT:
Nuclear Field Density Test
LAB NO:
97357 -1
Test Method:
See Below
TEST RESULTS
Report No:
97357 -1
Page 1 of 1
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:
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 SG
Sidewalk and driveway at 504 Denton 132.8 15.4 115.1
94780 1
+1.8
101.9 Pass
Tap
Gauge No.: 17768 Daily Standard Counts: 01/31/2011 DS: 2413 MS: 550
Test Methods: ASTM D6938 -07
Orig: The City of Coppell (Coppell, TX) Attn Mr. Larry Davis (1 -cc copy)
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 fDENT!CAL 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 bAiTHOUT b ^crrZITTEN PFRMdSSIOfd_