SW0801-LR101122 (3)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: 11/19/2010
Report Date:
11/22/2010
Proctor
Number
Sampled By:
Walker, III, John
Project:
Sidewalk Improvements
1
By Order Of:
Larry Davis
Location:
Texas
112.2
Order Number: 1770
Client:
The City of Coppell
99.3
Pass
REPORT:
Nuclear Field Density Test
LAB NO:
95097 -1
Test Method:
See Below
TEST RESULTS
Report No:
95097 -1
Page 1 of 2
Optimum
Maximum
Approximately 51' south of telephone
107.1
14.9
Proctor Moisture
Dry Density
1
+1.3
Proctor No
Date (%)
(Pcf) Color / Description
pole #2155 -467 5084, approximately
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:
Test
No.
Lift # /
Depth
Location
Wet
Density
(pcf)
Moisture
Content
%
Dry
Density
(pco
Proctor
Number
Spec.
No.
Moisture
Deviation
Percent
Proctor
Density
Pass
Fail
1
Final
Approximately 48' north of concrete
126.6
12.8
112.2
94780
1
-0.8
99.3
Pass
railroad crossing and 12' west of
Western Iron Works manhole cover
2
Final
Approximately 51' south of telephone
107.1
14.9
93.2
94780
1
+1.3
82.5
Fail
pole #2155 -467 5084, approximately
150' north of railroad track
3
R
Approximately 51' south of telephone
124.8
15.6
108.0
94780
1
+2.0
95.6
Pass
pole #2155 -467 5084, approximately
150' north of railroad track
4
R
Retest of Test #2 taken 11 -19 -10
119.1
15.0
103.6
94780
1
+1.4
91.7
Fail
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 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.
Acct ID: 1770
Report Date: 11/22/2010
Project: Sidewalk Improvements
Location: Texas
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: 11/19/2010
Sampled By: Walker, ill, John
By Order Of: Larry Davis
Order Number: 1770
Client: The City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 95097 -1
Test Method: See Below
TEST RESULTS Report No: 95097 -1
Page 2 of 2
Gauge No.: 3412 Daily Standard Counts: 11/19/2010 DS: 3218 MS: 445
Test Methods: ASTM D6938 -07
Ong, 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 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.