Sales Tax 09-LR101119s
III �
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: 11/16/2010
Report Date:
11/19/2010
Dry
Density
(Pco
Sampled By: Spooner, Charles
Project:
Clear Creek
Percent
Proctor
Density
By Order Of: Rick O'dell
Location:
8" Sanitary Sewer Line
8" Sanitary Sewer Line -Clear Creek
Order Number: 1770
Client:
The City of Coppell
8772
1
REPORT:
Nuclear Field Density Test
Pass
LAB NO: 94922
- Station 3 +00
Test Method: See Below
TEST RESULTS Report No: 94922
2
Page 1 of 2
8" Sanitary Sewer Line -Clear Creek
Optimum
Maximum
91.7
8772
Proctor Moisture
Dry Density
95.5
Proctor No
Date N
(pcf)
Color / Description
8772
11/16/2010 25.0
96.0
Yellowish Brown Calcareous Clay and Dark Grayish Brown Clay and Light
Brown Clay
Specification
Moisture Band
Specification No. Compaction, % Minimum Maximum
1 95 -2.0 4.0
Material
Test
No.
Lift # /
Depth
Location
Wet
Density
(pcfl
Moisture
Content
%
Dry
Density
(Pco
Proctor
Number
Spec.
No.
Moisture
Deviation
Percent
Proctor
Density
Pass
Fail
1
-5'
8" Sanitary Sewer Line -Clear Creek
116.5
26.6
92.0
8772
1
+1.6
95.8
Pass
- Station 3 +00
2
4
8" Sanitary Sewer Line -Clear Creek
116.7
27.3
91.7
8772
1
+2.3
95.5
Pass
- Station 3 +00
3
4
8" Sanitary Sewer Line -Clear Creek
117.3
27.1
92.3
8772
1
+2.1
96.1
Pass
- Station 3 +00
4
-2'
8" Sanitary Sewer Line - Clear Creek
116.5
26.5
92.1
8772
1
+1.5
95.9
Pass
- Station 3 +00
5
-1'
8" Sanitary Sewer Line - Clear Creek
116.8
26.1
92.6
8772
1
+1.1
96.5
Pass
- Station 3 +00
6
Final
8" Sanitary Sewer Line - Clear Creek
116.7
26.8
92.0
8772
1
+1.8
95.8
Pass
- Station 3 +00
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.
I®
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: 11/16/2010
Report Date: 11/19/2010
Sampled By:
Spooner, Charles
Project:
Clear Creek
By Order Of:
Rick O'dell
Location:
8" Sanitary Sewer Line
Order Number: 1770
Client:
The City of Coppell
REPORT: Nuclear Field Density Test
LAB NO:
94922
Test Method:
See Below
TEST RESULTS
Report No:
94922
Page 2 of 2
Material:
Wet
Moisture
Dry
Percent
Test
Lift # /
Density
Content
Density
Proctor Spec.
Moisture
Proctor
Pass
No.
Depth Location
(p cf)
%
(pcf)
Number No. Deviation
Density
Fail
7
-5' 8" Sanitary Sewer Line - Clear Creek
116.9
27.6
91.6
8772
1 +2.6
95.4
Pass
- Station 6 +00
8
4 8" Sanitary Sewer Line - Clear Creek
116.9
27.2
91.9
8772
1 +2.2
95.7
Pass
- Station 6 +00
9
-3' 8" Sanitary Sewer Line - Clear Creek
117.3
27.0
92.4
8772
1 +2.0
96.3
Pass
- Station 6 +00
10
-2' 8" Sanitary Sewer Line - Clear Creek
116.8
26.7
92.2
8772
1 +1.7
96.0
Pass
- Station 6 +00
11
-1' 8" Sanitary Sewer Line - Clear Creek
116.0
26.4
91.8
8772
1 +1.4
95.6
Pass
- Station 6 +00
12
Final 8" Sanitary Sewer Line -Clear Creek
117.9
27.5
92.5
8772
1 +2.5
96.4
Pass
- Station 6 +00
Gauge No.: 3473 Daily Standard Counts: 11/16/2010 DS: 2998 MS: 462
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
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.