Gateway BP(2.5)-LR 980926TESTED FOR:
Information
/r ®To Build On
Engineering Consulting Testing
JIMMY WINKLER
ROGERS O'BRIEN CONSTRUCTION
11145 MORRISON LANE
DALLAS, TX 75229
September 26, 1998
DATE:
TEST DATA: (1) DARK GRAY CLAY OPT. MOIST. 23.0%
MAXIMUM
TEST TEST SOIL ID LAB DRY
NO. DEPTH ELEVATION NUMBER DENSITY
1 6" 1ST 1 97.0
2 6" 1ST 1 97.0
3 6" 1ST 1 97.0
4 6" 1ST 1 97.0
TEST LOCATION: PAVING, NORTH SIDE
1
2
3
4
TECHNICIAN: STEVE REYNA
PSI A-100-2 14)F
REPORT OF FIELD COMPACTION TESTS
PROJECT:
OUR REPORT NO.: 337 80080 -11
WATER
CONTENT
27.0
25.6
23.6
26.8
NOTES: TESTS PERFORMED PER ASTM D2922 -98 ASTM D3017- 88(93) `COMMENTS:
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.
(1) ASTM D698
TEST INSTRUMENT: TROXLER, 3411B, 19108
REMARKS: PSI did not monitor the material placement.
WET
DENSITY
118.1
117.6
119.8
117.9
NORTH PARKING, NORTHWEST CORNER OF BUILDING, 5' NORTH X 10' EAST
NORTH PARKING, NORTHWEST CORNER OF BUILDING, 5' NORTH X 35' EAST
NORTH PARKING, NORTHEAST CORNER OF BUILDING, 5' NORTH X 40' WEST
NORTH PARKING, NORTHEAST CORNER OF BUILDING, 5' NORTH X 15' WEST
1. FILL MATERIAL
2. BACKFILL
3. BASE COURSE
4. SUBBASE
5. SOIL CEMENT
6. OTHER
cc: (1) ROGERS O'BRIEN
(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
93.0
93.6
PERCENT
COMPACTION
95.9
96.5
99.9
95.9
96.9
93.0
Professional Service Industries. Inc. 2556 Gravel Drive Fort Worth, TX 76118 Phone 817/284 -3783 Fax 817/284 -8942
COMMENTS'
Spec. 95% Min
6 A
6 A
6 A
6 A
A. PERCENT RESULTS COMPLY WITH SPECIFICATIONS MY
WITH SPECIFICATIONS
C. RETEST OF PREVIOUS TEST
E. MOISTURE BEL EXCESS ECIFICATIONS
STANDARD COUNT M: 681
ADJUSTMENT DATA M:
D: 2537
D:
Respectfully submitted,
Professional Service Industries, Inc.