Gateway BP(2.5)-LR 981124TESTED FOR:
DATE: November 24, 1998 OUR REPORT NO.: 337 80080 -40
TEST DATA: 42) FLEX BASE OPT. MOIST. 11.0%
TEST
NO.
1
2
3
4
TEST LOCATION: APPROACHES
1
2
3
4
PSI A -1O0 -2 (4)F
B/S
B/S
B/S
B/S
Information
To Build On
Engineering Consulting Testing
TEST
DEPTH
ALAN GRIMES
ROGERS O'BRIEN CONSTRUCTION
11145 MORRISON LANE
DALLAS, TX 75229
NORTH APPROACH, EAST END
NORTH APPROACH, WEST END
WEST APPROACH, SOUTH END
WEST APPROACH, NORTH END
REPORT OF FIELD COMPACTION TESTS
PROJECT:
*COMMENTS: 1. FILL MATERIAL
2. BACKFILL
3. BASE COURSE
4. SUBBASE
5. SOIL CEMENT
6. OTHER
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
TEST INSTRUMENT: TROXLER,' 343
REMARKS: PSI did not monitor the material placement.
TECHNICIAN: S. REYNA
cc: (1) ROGERS O'BRIEN (1) HALFF ASSOCIATES, INC.
1(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
Professional Service Industries, Inc. 2556 Gravel Drive Fort Worth. TX 76118 Phone 817/284 -3783 Fax 817/284 -8942
A. TEST RESULTS COMPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION DOES NOT COMPLY
WITH SPECIFICATIONS
C. RETEST OF PREVIOUS TEST
D. MOISTURE IN EXCESS OF SPECIFICATIONS
E. MOISTURE BELOW SPECIFICATIONS
STANDARD COUNT M:
ADJUSTMENT DATA M:
D:
D:
Respectfully submitted,
Professional Service industries, inc.
ELEVATION
SOIL ID
NUMBER
42
MAXIMUM
LAB DRY
DENSITY
WATER
CONTENT
WET
DENSITY
DENSITY
PERCENT
COMPACTION
COMMENTS'
Spec. 95% Min
FINAL
124.5
14.2
123.2
107.9
86.7
6 B
FINAL
42
124.5
12.9
122.7
108.7
87.3
6 B
FINAL
FINAL
42
42
124.5
124.5
15.7
15.5
116.6
126.0
100.8
109.1
81.0
87.6
6 B D
6 B D
TESTED FOR:
DATE: November 24, 1998 OUR REPORT NO.: 337 80080 -40
TEST DATA: 42) FLEX BASE OPT. MOIST. 11.0%
TEST
NO.
1
2
3
4
TEST LOCATION: APPROACHES
1
2
3
4
PSI A -1O0 -2 (4)F
B/S
B/S
B/S
B/S
Information
To Build On
Engineering Consulting Testing
TEST
DEPTH
ALAN GRIMES
ROGERS O'BRIEN CONSTRUCTION
11145 MORRISON LANE
DALLAS, TX 75229
NORTH APPROACH, EAST END
NORTH APPROACH, WEST END
WEST APPROACH, SOUTH END
WEST APPROACH, NORTH END
REPORT OF FIELD COMPACTION TESTS
PROJECT:
*COMMENTS: 1. FILL MATERIAL
2. BACKFILL
3. BASE COURSE
4. SUBBASE
5. SOIL CEMENT
6. OTHER
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
TEST INSTRUMENT: TROXLER,' 343
REMARKS: PSI did not monitor the material placement.
TECHNICIAN: S. REYNA
cc: (1) ROGERS O'BRIEN (1) HALFF ASSOCIATES, INC.
1(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
Professional Service Industries, Inc. 2556 Gravel Drive Fort Worth. TX 76118 Phone 817/284 -3783 Fax 817/284 -8942
A. TEST RESULTS COMPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION DOES NOT COMPLY
WITH SPECIFICATIONS
C. RETEST OF PREVIOUS TEST
D. MOISTURE IN EXCESS OF SPECIFICATIONS
E. MOISTURE BELOW SPECIFICATIONS
STANDARD COUNT M:
ADJUSTMENT DATA M:
D:
D:
Respectfully submitted,
Professional Service industries, inc.