ST9505-LR 950711Hooper Engineering Laboratories, inc.
2870 Walnut Hill Lane Dallas . Texas 75229 (214) 351-8418
Client: Prentiss Properties Date: 11 July 1995
Project: Executive Drive, Coppell, TX Job No: 95.1053
8oil Deaoription:
Lime Stabilized Subgrade
Brown Clay with Lime
Maximum Denaity : 88.0 pcf
Optimum Molature : 28.0%
Liquid Limit : 36.5
Plasticity Index : 7.9
Distribution:
(.1) Prentiss Properties, Tom Navin
(1) L. H. Lacy Company
(1) City of Coppell
J~
0
0
!
MOISTURE= DENSITY
110 r
100
9O
8O
RELATIONSHIP ASTM D698
!
7O
20 30 40
Moisture Content - percent
Hooper Engineering Laboratories, Inc.
2970 Walnut Hill Lane Dallee, Texee 75229 (214) 351-6418
Client: Prentiss Properties
Project: Executive Drive, Coppell, TX
Data: 11 July 1995
Job No: 95.1053
8oil Daacription:
Maximum Danaity :
Optimum Moiature:
Lime Stabilized Subgrade
Dark Grey Clay wi th Lime
85.0 pcf
29.0%
Liquid Limit : 37.6
Plaaticity Index : 5.8
Diatribution:
(1) Prentiss Properties, Tom Navin
(.1) L. H. Lacy Company
(1) City of Coppell
n
0
!
MOISTURE- DENSITY RELATIONSHIPASTM D698
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100
90
8O
20 30 40
Moisture Content - percent
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