Gateway BP(2.5)-LR 980928TESTED FOR:
DATE:
TEST DATA:
1
2
3
4
5
6
TEST
NO
5
1 6
NOTES:
PSI A -100 -2 (4)F
6"
6"
7 Information
/r �To Build On
Engineering Consulting Testing
JIMMY WINKLER
ROGERS O'BRIEN CONSTRUCTION
11145 MORRISON LANE
DALLAS, TX 75229
September 28, 1998 OUR REPORT NO.:337- 80080 13
(1) DARK GRAY CLAY OPT. MOIST. 23.0%
TEST
DEPTH
2ND
6" 2ND
6"
6"
6" 1ST
TEST LOCATION: NORTH PARKING
SOIL ID
ELEVATION NUMBER
1
2ND 1
1
1ST 1
1ST 1
NORTHWEST CORNER OF BUILDING,
NORTHWEST CORNER OF BUILDING,
NORTHEAST CORNER OF BUILDING,
NORTHWEST CORNER OF PARKING, 5' SOUTH
TECHNICIAN: STEVE REYNA
REPORT OF FIELD COMPACTION TESTS
NORTHEAST CORNER OF PARKING, 5' SOUTH X 10' WEST
NORTHEAST CORNER OF PARKING, 5' SOUTH X 25'
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.
(1) ASTM D698
TEST INSTRUMENT: TROXLER,. 3411B,
REMARKS: PSI did not monitor the material placement
19108
MAXIMUM
LAB DRY
DENSITY
97.0
97.0
97.0
97.0
97.0
97.0
cc: (1) ROGERS O'BRIEN
(1) CITY OF COPPELL Attn:GARRETH CAMPBELL
PROJECT:
WATER
CONTENT
23.4
27.0
27.0
26.9
26.1
26.3
5' NORTH X 10' EAST
5' NORTH X 35' EAST
5' NORTH X 15' WEST
WEST
X 10' EAST
'COMMENTS: 2. FILL MATERIAL
3. BASE COURSE
4. SUBBASE
5. SOIL CEMENT
6. OTHER
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.
K LAUNDRY PROCESSING
WET
DENSITY DENSITY
119.3 96.7
121.9 96.0
121.4 95.6
COMMENTS'
PERCENT Spec. 95% Min
COMPACTION
99.7 11 A
STANDARD COUNT M:
ADJUSTMENT DATA M:
117.8 92.8 95.7 1 A
119.7 94.9 97.8 1 A
117.5', 93.0 95.9 i t A
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
0.
E. MOISTURE BELOW SPECIFICATIONS ATIONS
D:
D:
Respectfully submitted,
Professional Service Industries, Inc.