Sales Tax 09-LR101208Acct ID: 1770
Report Date: 12/08/2010
Project: Heartz Road
Location: Utility Backfill
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 -1013
Date Sampled: 12/06/2010
Sampled By: Hanks, Marvin
By Order Of: Ricardo
Order Number: 1770
Client:
The City of Coppell
Location
Wet
Density
(pcf)
REPORT:
Nuclear Field Density Test
Proctor
Number
LAB NO: 95598
Moisture
Deviation
Percent
Proctor
Density
Pass
Fail
Test Method: See Below
-2
8" water line, sta 3 +00
128.8
TEST RESULTS Report No: 95598
111.3
93641
1
Page 1 of 2
96.4
Optimum
Maximum
-1
8" water line, sta 3 +00
Proctor Moisture
Dry Density
110.6
Proctor No
Date ( %)
(pcf)
Color / Description
93641
10/11/2010 13.7
115.5
Light Brown Sandy Clay with Traces of Gravel
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95% 0.0 4.0
Material
Test
No.
Lift # /
Depth
Location
Wet
Density
(pcf)
Moisture
Content
%
Dry
Density
(pcf)
Proctor
Number
Spec.
No.
Moisture
Deviation
Percent
Proctor
Density
Pass
Fail
1
-2
8" water line, sta 3 +00
128.8
15.7
111.3
93641
1
+2.0
96.4
Pass
2
-1
8" water line, sta 3 +00
128.4
16.1
110.6
93641
1
+2.4
95.8
Pass
3
Final
8" water line, sta 3 +00
128.3
15.7
110.9
93641
1
+2.0
96.0
Pass
4
-2
8" water line, sta 6 +00
129.5
16.7
111.0
93641
1
+3.0
96.1
Pass
5
-1
8" water line, sta 6 +00
128.7
16.3
110.7
93641
1
+2.6
95.8
Pass
6
Final
8" water line, sta 6 +00
129.4
16.4
111.2
93641
1
+2.7
96.3
Pass
7
-2
8" water line, sta 9 +00
129.1
16.6
110.7
93641
1
+2.9
95.8
Pass
8
-1
8" water line, sta 9 +00
128.9
16.8
110.4
93641
1
+3.1
95.6
Pass
9
Final
8" water line, sta 9 +00
129.0
16.4
110.8
93641
1
+2.7
95.9
Pass
Charge: The City of Coppell Attn: Mr. Keith Marvin, P.E.
Orig: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
(1 -cc copy)
1 -cc The City of Coppell Attn: Rhonda Adloo
1 -cc The City of Coppell Attn: Mr. Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
F _
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.
fILLInNCE
i
GEOTECHNIC19L II!
17".4- GROUr
Acct ID: 1770
Report Date: 12/08/2010
Project: Heartz Road
Location: Utility Backfill
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 -1013
Date Sampled: 12/06/2010
Sampled By: Hanks, Marvin
By Order Of: Ricardo
Order Number: 1770
Client: The City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 95598
Test Method: See Below
TEST RESULTS Report No: 95598
Page 2 of 2
Gauge No.: 4557 Daily Standard Counts: 12/06/2010 DS: 3003 MS: 492
Test Methods: ASTM D6938 -07
Charge: The City of Coppell Attn: Mr. Keith Marvin, P.E.
Ong: The City of Coppell (Coppell, TX) Attn: Mr. Keith Marvin, P.E.
(1 -cc copy)
1 -cc The City of Coppell Attn: Rhonda Adloo
1 -cc The City of Coppell Attn: Mr. Rick O'Dell
Respectfully Submitted,
Alliance Geotechnical Group
f •.
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_