ST0003-LR090213FIELD DENSITY TEST REPORT
'Irerracon
Report Number: 94081 163.0056
Service Date: 02/03/09
8901 Carpenter Frwy, Ste 100
Report Date: 02/13/09
Dallas, TX 75247
RETEST OF TEST # 70 - Sta.
214 - 630 -1010
Client
Project
City of Coppell TX
Coppell Road - #ST00 -03
Attn: Albert Samaniego
Sandy Lake Road to
Engineering Dept
Cooper Lane
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94081163
Material Information
Lab Test Data Project Requirements
Optimum Max. Lab
RETEST OF TEST # 71 - Sta.
Water Dry Unit Water Minimum
Mat. Proctor
Laboratory Content Weight Content Compaction
No. Ref. No. Classification and Description
Test Method ( %) (pcf) ( %) ( %)
I. 9408 1 163 0033 Tan sandy clay (lime treated)
ASTM D698 19.6 105.6 0/ +4 95
2 94081 163.0003 Reddish brown sandy clay .
ASTM D698 12.6 116.0 0/ +4 95
Field Test Data
Test
No. Test Location
Probe Wet Water Water Dry Unit Percent
Lift/ Mat. Depth Density Content Content Weight Compaction
Elev. No. (in) (PC) (Pcf) ( %) (Pcf) ( %)
Pavement, North Bound Coppell Street
RETEST OF TEST # 70 - Sta.
Fianl
1
4
124.4
22.9
22.6
101.5
96
37 +50
RETEST OF TEST # 71 - Sta.
Final
1
4
124.3
23.3
23.1
101.0
96
38 -1.25
Sta. 40-1-25
Final
1
4
124.0
23.6
23.5
100.4
95
Sta. 42+15
Final
1
4
12j.6
22.4
22.1
101.2
96
Sta. 44+00
Final
1
4
124.5
23.1
22.8
101.4
96
Sta. 46+20
Final
2
4
132.1
18.2
16.0
113.9
98
Sta. 48-1-00
Final
2
4
128.0
16.8
15.1
111.2
96
Sta. 51 +00
Final
2
4
128.9
17.1
15.3
111.8
96
Sta, 53 +00
Final
2
4
131.8
17.1
14.9
114.7
99
Comments: Test results on this report meet project requirements as noted above.
Services: Perform in -place density and moisture content tests to determine degree of compacton and materia of re
condition.
Terracon Rep.: Marco Puente Started: 0930
Reported To: Finished: 1230
Contractor: Tiseo
Report Distribution:
(I) Giyr orcnppd1 Tx (1) Huill Zollnrs Inc Reviewed By:
(1) Ti.-, l'minE Cun,1n,,,. ri . 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.
Page I of I
FIELD DENSITY TEST REPORT
"Irerracon
Report Number: 94081163.0055
Service Date: 02/02/09
8901 Carpenter Frwy, Ste 100
Report Date: 02/13/09
Sta. 31 +50
Dallas, TX 75247
1 6 118.8
24.1
214- 630 -1010
Client
95
Project
City of Coppell TX
Final
Coppell Road - #ST00 -03
Attn: Albert Samaniego
24.2
Sandy Lake Road to
Engineering Dept
69
Cooper Lane
PO Box 9478
1 6 119.1
Coppell, TX
Coppell, TX 75019
95.3
Project Number: 94081163
Material Information
Sta.37 +50
Lab Test Data Project Requirements
2 6 109.4
26.9
Optimum Max. Lab
82.5
88
Water Dry Unit Water Minimum
Mat. Proctor
Final
Laboratory Content Weight Content Compaction
No. Ref. No.
Classification and Description
Test Method ( %) (pcf) ( %f) ( %)
1 94081 163.0052
Medium brown sandy clay(lime
ASTM D698 21.5 100.0 0/ +4 95
treated)
2 94081 163.0053
Grayish brown sandy clay(l'ime
ASTM D698 25.3 93.9 0/ +4 95
treated)
Field Test Data
Test
No. Test Location
Probe Wet Water Water Dry Unit Percent
Lift / Mat. Depth Density Content Content Weight Compaction
Elev. No. (in) (pcf) (pef) ('yu) (pcf) ( %)
Comments: An asterisk ( *) appears next to the test results which do not meet the project requirements as noted above.
Services: Perform in -place density and moisture content tests to determine degree of compactbn and material moisture
condition.
Terracon Rep.: Bradley W. Hatch Started: 1000
Reported To: Jose - Tiseo Finished: 1200
Contractor: Tiseo
Report Distribution:
( 1) city ur 0, TX ( i) fluiu Z0111's In Reviewed By:
(i) Tis- Pav E C, u„ ,u,,. &Jle,0.nd, P.E.
Senior Project Manager
Test Methods: ASTM D6938
Pavement, 10' Right of Center Line
67
Sta. 31 +50
Final
1 6 118.8
24.1
25.5
94.7
95
68
Sta.33 +75
Final
1 6 117.7
22.9
24.2
94.8
95
69
Sta.35 +75
Final
1 6 119.1
23.8
25.0
95.3
95
70
Sta.37 +50
Final
2 6 109.4
26.9
32.6 *
82.5
88
71
Sta.39 +25
Final
2 6 112.0
25.7
29.8 *
86.3
92
Datum:
Gauge ID: 31787
Comments: An asterisk ( *) appears next to the test results which do not meet the project requirements as noted above.
Services: Perform in -place density and moisture content tests to determine degree of compactbn and material moisture
condition.
Terracon Rep.: Bradley W. Hatch Started: 1000
Reported To: Jose - Tiseo Finished: 1200
Contractor: Tiseo
Report Distribution:
( 1) city ur 0, TX ( i) fluiu Z0111's In Reviewed By:
(i) Tis- Pav E C, u„ ,u,,. &Jle,0.nd, P.E.
Senior Project Manager
Test Methods: ASTM D6938