ST0003-LR090415L ABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94081163.0080 Irerr
Service Date: 04/07/09 8901 Carpenter Frwy, Ste 100
Report Date: 04/15/09 Dallas, TX 75247
214 - 630 -1010 Reg No: F -3272
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
Coppel T 75019 Project Number 94081163
Material Information
Source of Material: Treated on site
Proposed Use: Paving subgrade
Laboratory Test Data
Test Procedure: ASTM D698
Test Method: Method A
Sample Preparation: Wet
Ranmmer Type: Mechanical
Maximum Dry Unit Weight (pcl): 98.2
Optimum Water Content ( %): 22.8
Sample Information
Sample Date: 04/07/09
Sampled By: Bradley W. Hatch
Sample Location: Sta. 19 +75, 10'L of centerline
Sample Description: Light brown sandy clay (lime treated)
Result Specifications
Liquid Limit: 39
Plastic Limit: 31
Plasticitv Index: 8
CI
a
w
r
m
Y
.
Zero Air Voids Curve for Assumed Specific
Gravity 2.65
100
99 -- -� --�- —I
97 --
96 -
95 - -- —
94 — —
93 -
92 - -- —
91 - I —
90
18 19 20 21 22 23 24 25 26 27 28 29 30
Water Content ( %)
Comments:
Services: Moisture- Density Relations
Terracon Rep: Bradley W. Hatch
Reported To:
Contractor: Tiseo
Report Distribution:
(1) City of Coppell T\ (1) Muilt Zollars Inc
(1) Tisco Paving Company
Test Methods: ASTM D698, ASTM D4318
Reviewed By:
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 identica6rhate ialss
cu -0110(, Page I oi' I Itcvised 3/24/2009
Senior Project Manager
LAB COMPACTION CHARACTERISTICS OF SOIL Irer
Report Number: 94081 163.0081
Service Date: 04/07/09 8901 Carpenter Frwy, Ste 100
Report Date: 04/15/09 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
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
Source of Material: Treated on site
Proposed Use: Paving subgrade
Laboratory Test Data
Test Procedure: ASTM D698
Test Method: Method A
Sample Preparation: Wet
Ramrner Type: Mechanical
Maximum Dry Unit Weiglit (pct): 98.7
Optimum Water Content ( %): 22.3
Sample Information
Sample Date: 04/07/09
Sampled By: Bradley W. Hatch
Sample Location: Sta. 29 +50, 10' L of centerline
Sample Description: Dark brown sandy clay (lime treated)
Result Specifications
Liquid Limit: 34
Plastic Limit: 30
Plasticity Index: 4
Zero Air Voids Curve for Assumed Specific
Gravity 2.65
101
D 100 - �—
L 99
9 8 —
97 .. _
C 96 - --
�' 95 - —
94
18 19 20 21 22 23 24 25 26 27
Water Content ( %)
(:omments:
Services: Moisture- Density Relations
Terracon Rep: Bradley W. Hatch
Reported To:
Contractor -: Tiseo
Report Distribution:
(1) City')rC„
(I) Tiseo Tarim_ ('nuyiany
Test Methods: ASTM D698, ASTM D4318
(1) 1 -luill Zollars Inc
Reviewed By:
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 identicalmnatatialss
rR - 0006 Page 1 0l' I
Revised 3/ 24/2009
Senior Project Manager
FIELD DENSITY TEST REPORT
Irerracon
Report Number: 94081 163.0084
Service Date: 04/08/09
8901 Carpenter Frwy, Ste 100
Report Date: 04/15/09
Dallas, TX 75247
214- 630 -1010
Reg No: F -3272
Client
Project
City o1' Col)l) ell 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
Water Dry Unit
Water
Minimum
Mat. Proctor
Laboratory
Content Weight
Content
Compaction
No. Ref. No. Classification
and Description
Test Method
( %) (pcf)
( %)
( %)
1 94081 163.0052 Medium brown sandy clay(lime
ASTM D698
21.5 100.0
-1/ +4
95
treated)
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) (pef)
(PC') ( %)
(Pei)
( %)
Pavement
106 Sta. 41 +50, 10' L of centerline
Final 1
6 122.5
23.3 23.5
99.2
99
107 Sta. 44 +00, 10' L of centerline
Final 1
6 121.5
22.5 22.7
99.0
99
108 Sta. 46 +75, 10' L of centerline
Final 1
6 122.5
23.3 23.5
99.2
99
109 Sta. 49 +00, 10' L of centerline
Final 1
6 120.6
24.4 25.4
96.2
96
1 I 0 Sta. 51 +25, 10' L of centerline
Final 1
6 122.5
24.1 24.5
98.4
98
Gauge ID: 31787
Continents: Test results on this report meet 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: 1330
Reported To: Albert Finished: 1500
Contractor: Tiseo
Report Distribution:
H) coy urCnppcll IX (i) Huill Z °oars Inc Reviewed By:
(1) Tisoo i company
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.
CR -00117 Page I of 1 Created 6/14/3007
Revised 4/15/2009