Gateway BP(1.4)-LR 961028HENLEY JOHNSTON ASSOCIATES, INC.
GEOTECHNICAL CONSULTANTS
DALLAS, TEXAS
PROJECT: Havertvs Distribution Center
Lab Test Summary
Test No.: 001L Date: 6 September 1996
Location: On -site Material /Limed Subgrade
Test Method: Optimum Moisture /Density Test (ASTM D -698)
No. 001L Optimum Moisture: 28.2
Max. Unit Dry Wt.: 89.1 pcf
Note: Yellowish brown clay with lime.
Test No.: 002L Date: 6 September 1996
Location: On -site Material /Limed Subgrade
Test Method: Optimum Moisture /Density Test (ASTM D -698)
No. 002L Optimum Moisture: 31.5
Max. Unit Dry Wt.: 84.1 pcf
Note: Brown clay with lime.
Date: 28 October 1996
Job No.: 6641
HENLEY
JOHNSTON
ASSOCIATES, INC.
engineering geosctence consultants