St Joseph-LR021011FIELD DENSITY TESTING
Report Number: 94021187.0140
Service Date: October 1, 2002
Client: St. Joseph Village, Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
ENGINEERING
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: October 11,2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, TX 75019
Project Number: 94021187
Material Information
Material Laboratory
No. Test Method
Description and Classification
Lab Test Data Proiect Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pcf) (%) (% compaction)
1.211870134 ASTM D 698 Brown silty clay (lime treated)
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elevation No. (inches)
812
813
814
815
816
817
818
819
820
821
822
823
Starleaf Street Subgrade
Sra. 0+00 N bound lane
Sra. 1 +25
Sta. 3+50
eta. 5+25
Sra. 7+00
Sta. 8+75
on center line
S bound lane
on center line
N bound lane
on center line
Sra. 10+50, S bound lane
eta. 12+25, on center line
Sta. 14+00, N bound lane
Sta. 15+75, on center line
Sta. 17+50, S bound lane
Sta. 18+75, on center line
18.0
105.8 -1/+3 95
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
Grade I 6 18.3 108.5 103
Grade 1 6 18.0 104.5 99
Grade 1 6 18.5 109.5 103
Grade 1 6 19.6 105.2 99
Grade 1 6 20.3 101.9 96
Grade 1 6 21.4 * 100.9 95
Grade 1 6 21.7 * 101.1 96
Grade 1 6 20.1 101.7 96
Grade 1 6 17.5 110.2 104
Grade 1 6 18.0 106.8 101
Grade 1 6 19.1 103.4 98
Grade 1 6 19.6 103.5 98
Comments;
* Recommend pass.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method:ASTM 92922, ASTM 93017 ,,.:-~.,~ ~F
-": _'5,4 ....... : ........ ,_?J'
Gauge ID: --' %,,'" ~ '".. -~
[**/
LYNDON J. COY,
Technician: Phillip R. Green ,,,~.J'J'i~';;','~'-
Report Distribution: /~
(1) St. Joseph Village, Inc. (1) City of Coppelt Engineering ~ I~ ~ /r'''-''~
(1) Aguirre Corporation (1) St Andrews Management Reviewed by: //L~.~.x~., L\ ,
(1) Centex - Jobsite (1) St Andrews Management ' X Lyndon J Cyx P E
(1) C~ty of Coppell Bldg Insp V PdncipallEr~gineer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively f~he use of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. 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.
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