ST1002-LR111123FIELD DENSITY TEST REPORT
Irerracon
T BFG
Report Number: 94111246.0008
6
119.3
18.2
18.0
101.1
97
Service Date: 11/18/11
8901 Carpenter Frwy. Suite 100
Report Date: 11/23/11
Dallas, TX 75247
6
Task:
214 - 630 -1010
Reg No: F -3272
Client
Project
9
City of Coppell TX
Old Town Coppell & Bethel Road
1
Attn: Rick O'Dell
#ST10 -02
18.3
Engineering Dept
Between Coppell Rd & Freeport
98
PO Box 9478
Coppell, TX
4' BFG
Coppell, TX 75019
Project Number: 94111246
125.9
Material Information
Lab Test Data
Project Requirements
98
Optimum Max. Lab
Sta. 5 +25
3' BFG
Water Dry Unit
Water Minimum
Mat. Proctor
Laboratory Content Weight
Content Compaction
No. Ref. No. Classification and Description
Test Method ( %) (pcf)
12
1 94111246.0001 Dark brown & brown clay, with
ASTM D698 19.0 104.0
-2/ +4 95
sand
122.8
19.7
2 94111246.0002 Dark brown to light brown sandy
ASTM D698 14.0 109.0
-2/ +4 95
clay, with gravel
Sta. 5 +35
1' BFG
Field Test Data
Probe Wet Water Water
Dry Unit Percent
Test Lift / Mat.
Depth Density Content Content
Weight Compaction
No. Test Location Elev. No.
(in) (pcf) (PC , ) ( %)
(pcf) ( %)
8" Sanitary Sewer Line, Line A
7
Sta. 4 +25
T BFG
1
6
119.3
18.2
18.0
101.1
97
8
Sta. 4 +30
6' BFG
1
6
120.9
20.2
20.1
100.7
97
9
Sta. 4 +35
5' BFG
1
6
120.5
18.3
17.9
102.2
98
10
Sta. 4 +40
4' BFG
2
6
125.9
19.2
18.0
106.7
98
11
Sta. 5 +25
3' BFG
2
6
126.6
18.6
17.2
108.0
99
12
Sta. 5 +30
2' BFG
1
6
122.8
19.7
19.1
103.1
99
13
Sta. 5 +35
1' BFG
1
6
121.7
18.5
17.9
103.2
99
8" Sanitary Sewer Line, Line C
14
Sta. 2 +50
T BFG
1
6
121.7
19.8
19.4
101.9
98
15
Sta. 2 +55
6' BFG
2
6
123.5
17.8
16.8
105.7
97
16
Sta. 2 +60
5' BFG
2
6
121.9
16.9
16.1
105.0
96
17
Sta. 2 +65
4' BFG
2
6
122.6
18.7
18.0
103.9
95
18
Sta. 2 +70
3' BFG
1
6
120.4
19.6
19.4
100.8
97
19
Sta. 2 +75
2' BFG
1
6
119.8
20.1
20.2
99.7
96
Datum: BFG = Below Final Grade Gauge ID: 2207
Comments: Test and /or retest results on this report meet project requirements as noted above.
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cxoo07, 8- 27 -11, xev.a Page 1 of 2
FIELD DENSITY TEST REPORT
Report Number: 94111246.0008 Ir erracon
Service Date: 11/18/11 8901 Carpenter Frwy. Suite 100
Report Date: 11/23/11 Dallas, TX 75247
Task: 214 - 630 -1010 Reg No: F -3272
Client
City of Coppell TX
Attn: Rick O'Dell
Project
Old Town Coppell & Bethel Road
#ST10 -02
Engineering Dept Between Coppell Rd & Freeport
PO Box 9478 Coppell, TX
Coppell, TX 75019 Project Number: 94111246
Services: Perform in -place density and moisture content tests to determine degree of compaction and material moisture
condition.
Terracon Rep.: Michael E. Odom
Reported To: Contractor
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed
Test Methods: ASTM D6938
Reviewed By: W ,�,z
Eric J. Cleveland, P.E.
Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Cxoo07, 8- 27 -11, Rev.a Page 2 of 2
FIELD DENSITY TEST REPORT
Ir erracon
4' BFG
Report Number: 94111246.0011
6
123.1
21.4
21.0
101.7
98
Service Date: 11/19/11
8901 Carpenter Frwy. Suite 100
Report Date: 11/23/11
Dallas, TX 75247
Task:
214 - 630 -1010 Reg No: F -3272
Client
Project
City of Coppell TX
Old Town Coppell & Bethel Road
Attn: Rick O'Dell
#ST10 -02
Engineering Dept
Between Coppell Rd & Freeport
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94111246
Material Information
Lab Test Data Project Requirements
23
Optimum Max. Lab
1' BFG
Water Dry Unit Water Minimum
Mat. Proctor
Laboratory Content Weight Content Compaction
No. Ref. No. Classification and Description
Test Method ( %) (pcf)
1 94111246.0001 Dark brown & brown clay, with
ASTM D698 19.0 104.0 -2/ +4 95
sand
Sta. 6+00
Field Test Data
Test
No. Test Location
Sanitary Sewer Line, Line A
Probe Wet Water Water Dry Unit Percent
Lift / Mat. Depth Density Content Content Weight Compaction
Elev. No. (in) (PC (PC ( %) (PC ( %)
20
Sta. 6 +00
4' BFG
1
6
123.1
21.4
21.0
101.7
98
21
Sta. 6 +00
3' BFG
1
6
121.7
20.2
19.9
101.5
98
22
Sta. 6 +00
2' BFG
1
6
123.1
21.5
21.2
101.6
98
23
Sta. 6 +00
1' BFG
1
6
123.4
21.5
21.1
101.9
98
24
Sta. 6+00
Final
1
6
122.0
20.2
19.8
101.8
98
25
Sta. 9 +00
4' BFG
1
6
122.6
21.5
21.3
101.1
97
26
Sta. 9 +00
3' BFG
1
6
122.1
21.3
21.1
100.8
97
27
Sta. 9 +00
2' BFG
1
6
121.1
20.1
19.9
101.0
97
28
Sta. 9 +00
1' BFG
1
6
123.0
21.7
21.4
101.3
97
29
Sta. 9+00
Final
1
6
122.5
21.4
21.2
101.1
97
Datum: BFG = below final grade Gauge ID: 35366
Comments: Test and /or retest results on this report meet project requirements as noted above.
Services: Perform in -place density and moisture content tests to determine degree of compaction and material moisture
condition.
Terracon Rep.: Armando Rendon
Reported To: Contractor
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed Reviewed By: W ,�,z
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed Eric J. Cleveland, P.E.
Senior Project Manager
Test Methods: ASTM D6938
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Cxoo07, 8- 27 -11, Rev.a Page 1 of 1
SAMPLE PICK -UP REPORT Irerrocan
Report Number: 94111246.0012
Service Date: 11/20/11 8901 Carpenter Frwy. Suite 100
Report Date: 11/23/11 Dallas, TX 75247
214 - 630 -1010 Reg No:F -3272
Client Project
City of Coppell TX Old Town Coppell & Bethel Road
Attn: Rick O'Dell #ST10 -02
Engineering Dept Between Coppell Rd & Freeport
PO Box 9478 Coppell, TX
Coppell, TX 75019 Project Number: 94111246
TOTAL NUMBER OF CONCRETE CYLINDERS PICKED UP: 4
Report No.: 94111246.0009
No. of Cylinders: 4
Services: Concrete cylinder pickup.
Terracon Rep.: Michael E. Odom
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed
Reviewed By:
Eric J. Cleveland, P.E.
Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
BC0001, 10- 25 -10, Rev.9 Page 1 of 1 Inc