Sales Tax 09-LR110125Consulting 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: 01/19/2011
Report Date:
01/25/2011
Dry
Density
(pcf)
Sampled By:
Hanks, Marvin
Project:
Clear Creek
Pass
Fail
By Order Of:
Felix w/ RKM
Location:
8" Sanitary Sewer Line B
23.9
Order Number:
1770
Client:
The City of Coppell
96.4
Pass
REPORT:
Nuclear Field Density Test
LAB NO:
96980
Test Method:
See Below
2
-3'
8" Sanitary Sewer Line B - Station
TEST RESULTS Report No:
96980
93.0
94744 -1
1
Page 1 of 2
95.8
Pass
Optimum
Maximum
1 +50
Proctor Moisture
Dry Density
Proctor No
Date ( %)
(Pcf)
Color/ Description
8" Sanitary Sewer Line B - Station
94744 -1
11/10/2010 23.6
97.1
Dark Grayish Brown Clay withLight Brown Clay
1
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 -2.0 4.0
Material:
Test
No.
Lift # /
Depth
Location
Wet
Density
(p cf)
Moisture
Content
%
Dry
Density
(pcf)
Proctor
Number
Spec.
No.
Moisture
Deviation
Percent
Proctor
Density
Pass
Fail
1
4
8" Sanitary Sewer Line B - Station
116.0
23.9
93.6
94744 -1
1
+0.3
96.4
Pass
1 +50
2
-3'
8" Sanitary Sewer Line B - Station
116.1
24.8
93.0
94744 -1
1
+1.2
95.8
Pass
1 +50
3
-2'
8" Sanitary Sewer Line B - Station
116.3
24.1
93.7
94744 -1
1
+0.5
96.5
Pass
1 +50
4
-1'
8" Sanitary Sewer Line B - Station
115.6
24.2
93.1
94744 -1
1
+0.6
95.9
Pass
1 +50
5
-4'
8" Sanitary Sewer Line B - Station
115.3
23.4
93.4
94744 -1
1
-0.2
96.2
Pass
4 +00
6
-3'
8" Sanitary Sewer Line B - Station
116.2
23.7
93.9
94744 -1
1
+0.1
96.7
Pass
4 +00
Ong: 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.
It INCE
Arl� 1 "
Ill GROUr
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: 01/19/2011
Report Date: 01/25/2011 Sampled By: Hanks, Marvin
Project: Clear Creek By Order Of: Felix w/ RKM
Location: 8" Sanitary Sewer Line B Order Number: 1770
Client: The City of Coppell
REPORT: Nuclear Field Density Test LAB NO: 96980
Test Method: See Below
TEST RESULTS Report No: 96980
Page 2 of 2
Material:
Test Lift # /
No. Depth Location
Wet Moisture Dry Percent
Density Content Density Proctor Spec. Moisture Proctor Pass
(pcf) % (pcf) Number No. Deviation Density Fail
7 -2' 8" Sanitary Sewer Line B - Station
4 +00
8 -1' 8" Sanitary Sewer Line B - Station
4 +00
115.5 24.1 93.1
115.7 24.7 92.8
Gauge No.: 3412 Daily Standard Counts: 01/19/2011 DS:
Test Methods: ASTM D6938 -07
Ong: 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
94744 -1 1 +0.5 95.9 Pass
94744 -1 1 +1.1 95.6 Pass
MS:
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.