Gateway BP(2.5)-LR 981123TESTED FOR: ALAN GRIMES PROJECT: G K LAUNDRY PROCESSING
ROGERS O'BRIEN CONSTRUCTION
11145 MORRISON LANE
DALLAS, TX 75229
DATE:
REMARKS:
A -100 -1 (3)F
N' n Information
li To Build On
Engineering Consulting Testing
6
November 23, 1998
8
Lab Tech: ROY VELEZ
REPORT OF MOISTURE DENSITY RELATIONSHIP OF SOIL
Visual Classification FLEX BASE
Sample Source EXISTING
10 12 14 16 18 20
MOISTURE CONTENT, PERCENT OF DRY WEIGHT
cc: (1) ROGERS O'BRIEN (1) HALFF ASSOCIATES, INC.
/(1) CITY OF COPPELL Attn:GARRETH CAMPBELL
REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC.
REVISION #1
OUR REPORT NO.: 337 80080 42
TEST DATA
Method of Test ASTM D1557
Rammer: Mechanical Method of Preparation: Dry
Test Results
Maximum Dry Density 124 .5 Ibs /ft
Optimum Moisture Content 11.0
Atterberg Limits (ASTM D4318 -95a)
LL: PL: PI: Specific Gravity: 2.65 (estimate)
Professional Service Industries, Inc. 2556 Gravel Drive Fort Worth, TX 76118 Phone 817/284 -3783 Fax 817/284 -8942
Grain Size Analysis
(ASTM C136 -96a and/or C117 -95)
Sieve Percent
Size Passing
Respectfully submitted,
Professional Service industries, Inc.