Gateway BP(2.5)-LR 980929TESTED FOR:
DATE:
TEST DATA:
TEST
NO
1 6"
2 6"
3 6
4 6
PSI A•100 -2 14)F
irX Information
lr eL ToBuild On
Engineering Consulting Testing
JIMMY WINKLER
ROGERS O'BRIEN CONSTRUCTION
11145 MORRISON LANE
DALLAS, TX 75229
REPORT OF FIELD COMPACTION TESTS
September 29, 1998
(1) DARK GRAY CLAY OPT. MOIST. 23.0%
ZEST
DEPTH
ELEVATION
FINAL
FINAL
FINAL
FINAL
TECHNICIAN: STEVE REYNA
SOIL ID
NUMBER
1
1
MAXIMUM
LAB DRY
DENSITY
97.0
97.0
97.0
97.0
PROJECT:
OUR REPORT NO.: 337 80080 12
WATER
CONTENT
27.0
26.8
26.3
26.3
TEST LOCATION: PAVING, NORTH END
1 NORTHWEST CORNER OF BUILDING, 10' NORTH X 5' EAST
2 NORTHWEST CORNER OF BUILDING, 10' NORTH X 35' EAST
3 RETEST OF TEST #2
4
NORTHWEST CORNER OF BUILDING, 15' NORTH X 15' EAST
NOTES: TESTS PERFORMED PER ASTM D2922 -96 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
TESTINSTRUMENT: TROXLER, 3411B, 19108
REMARKS: PSI did not monitor the material placement.
WET
DENSITY
119.4
112.7
118.6
117.8
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
Y NOT BE REPRODUCED, SPECIFIC LO WITHOUT WRITTEN PERMISSION ON BY ERMISSION BY OTHER L SERVICE INDUSTRIES,
INC TIONS
REPORTS MAY
G K LAUNDRY PROCESSING
COMMENTS'
PERCENT Spec. 95% Min
DENSITY COMPACTION
94.0
88.9 91.6 1 A
93.9 96.8 1 A C
93.3 96.2 1 A
STANDARD COUNT M:
ADJUSTMENT DATA M:
96.9 1 A
A. TEST RESULTS COMPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION DOES NOT COMPLY
WITH SPECIFICATIONS
C. RETEST OF PREVIOUS TEST
D. MOISTURE E OW SPECIFICATIONS
D:
D:
D:
Respectfully submitted,
Professional Service Industries, inc.
Professional Service Industries. Inc. 2556 Gravel Drive Fort Worth, TX 76118 Phone 817/284 -3783 Fax 817/284 -8942