Sales Tax 09-LR110118I -
ICML
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 -1014
Date Sampled: 01/14/2011
Report Date:
01/18/2011
Sampled By: Hanks, Marvin
Project:
Clear Creek
By Order Of: Felix w/ RKM
Location:
8" Sanitary Sewer
Order Number: 1770
Client:
The City of Coppell
117.2
REPORT:
Nuclear Field Density Test
LAB NO: 96841
1
+3.0
Test Method: See Below
Pass
TEST RESULTS
Report No: 96841
8" Sanitary Sewer - Station 10 +00
117.4
Page 1 of 2
Proctor No
94744 -1
Optimum Maximum
Proctor Moisture Dry Density
Date (%) (Pcf)
11/10/2010 23.6
97.1
Color / Description
Dark Grayish Brown Clay withLight Brown Clay
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 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
4
8" Sanitary Sewer - Station 10 +00
117.2
26.6
92.6
94744 -1
1
+3.0
95.4
Pass
2
-3'
8" Sanitary Sewer - Station 10 +00
117.4
26.1
93.1
94744 -1
1
+2.5
95.9
Pass
3
-2'
8" Sanitary Sewer - Station 10 +00
117.5
25.9
93.3
94744 -1
1
+2.3
96.1
Pass
4
-1'
8" Sanitary Sewer - Station 10 +00
120.8
26.6
95.4
94744 -1
1
+3.0
98.2
Pass
5
4
8" Sanitary Sewer - Station 8 +00
118.1
26.0
93.7
94744 -1
1
+2.4
96.5
Pass
6
-3
8" Sanitary Sewer - Station 8 +00
116.7
25.5
93.0
94744 -1
1
+1.9
95.8
Pass
7
-2'
8" Sanitary Sewer - Station 8 +00
118.9
26.2
94.2
94744 -1
1
+2.6
97.0
Pass
8
-1'
8" Sanitary Sewer - Station 8 +00
120.0
26.4
94.9
94744 -1
1
+2.8
97.7
Pass
Orig: 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
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.
LUMCE
J'
GEOTECHNICtIlL
GROUff
Acct ID: 1770
Report Date: 01/18/2011
Project: Clear Creek
Location: 8" Sanitary Sewer
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: 01/14/2011
Sampled By: Hanks, Marvin
By Order Of: Felix w/ RKM
Order Number: 1770
Client: The City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 96841
Test Method: See Below
TEST RESULTS Report No: 96841
Page 2 of 2
Gauge No.: 4557 Daily Standard Counts: 01/14/2011 DS: 2995 MS: 498
Test Methods: ASTM D6938 -07
Orig: 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
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.