Gateway BP(2.5)-LR 981125TESTED FOR:
DATE:
1
2
3
4
TEST
NO.
PSI A -1042 (4)F
B/S
B/S
B/S
B/S
TEST
DEPTH
TECHNICIAN: S. REYNA
Information
To Build On
Engineering Consulting Testing
ALAN GRIMES
ROGERS O'BRIEN CONSTRUCTION
11145 MORRISON LANE
DALLAS, TX 75229
November 25, 1998
TEST DATA: (42) FLEX BASE OPT. MOIST. 11.0%
ELEVATION
FINAL
FINAL
FINAL
FINAL
TEST LOCATION: APPROACHES
1 NORTH APPROACH, EAST END
2 NORTH APPROACH, WEST END
3 WEST APPROACH, SOUTH END
4 WEST APPROACH, NORTH END
REPORT OF FIELD COMPACTION TESTS
SOIL ID
NUMBER
42
42
42
42
MAXIMUM
LAB DRY
DENSITY
124.5
124.5
124.5
124.5
NOTES: TESTS PERFORMED PER ASTM D2922 -96 ASTM D3017- 88(93)
DENSITIES SHOWN: Lbs. per cubic foot
WATER CONTENT: Percent of dry weight
PERCENT COMPACTION: Based on maximum dry
density obtained on sample indicated by
soil ID number.
(42) ASTM D1557
PROJECT:
OUR REPORT NO.: 337 80080 -43
WATER
CONTENT
14.9
15.3
15.0
13.8
TEST INSTRUMENT: TROXLER,' 3430
REMARKS: PSI did not monitor the material placement.
WET
DENSITY
137.5
138.1
137.5
136.0
*COMMENTS: 1. FILL MATERIAL
2. 3. BASE COURSE
4. SUBBASE
5. SOIL CEMENT
6. OTHER
cc: (1) ROGERS O'BRIEN (1) HALFF ASSOCIATES, INC.
(1) CITY OF COPPELL Attn:GARRETH CAMPBELL
THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC LOCATIONS NOTED AND MAY NOT REPRESENT ANY OTHER LOCATIONS OR ELEVATIONS.
REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC.
G K LAUNDRY PROCESSING
DENSITY
119.7
119.8
119.6
119.5
PERCENT
COMPACTION
96.1
96.2
96.1
96.0
A. TEST RESULTS COMPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION DOES NOT COMPLY
WITH SPECIFICATIONS
C. RETEST OF PREVIOUS TEST
E. MOISTURE BELOW SPECIFICATIONS
STANDARD COUNT M:
ADJUSTMENT DATA M:
Professional Service Industries, Inc. 2556 Gravel Drive Fort Worth. TX 76118 Phone 817/284 -3783 Fax 817/284 -8942
COMMENTS'
Spec. 95% Min
5 A C
5 A C
5 A C
5 A C
D:
D:
Respectfully submitted,
Professional Service Industries, Inc.