Gateway BP(2.5)-LR 980925TESTED FOR:
DATE:
Information
l tf .!IToBuild On
Engineering Consulting Testing
TEST DATA: (1) DARK GRAY CLAY OPT. MOIST. 23.0%
TEST
NO
TEST
DEPTH
September 25, 1998
ELEVATION
1 6" SUBGRADE
2 6" SUBGRADE
3 6" SUBGRADE
4 6" SUBGRADE
TEST LOCATION: PARKING LOT
1 NORTHWEST CORNER,
1 2 NORTHWEST CORNER,
3
4 I NORTHEAST CORNER,
NOTES:
JIMMY WINKLER
ROGERS O'BRIEN CONSTRUCTION
11145 MORRISON LANE
DALLAS, TX 75229
NORTHEAST CORNER,
TECHNICIAN: STEVE REYNA
REPORT OF FIELD COMPACTION TESTS
SOIL ID
NUMBER
1
MAXIMUM
LAB DRY
DENSITY
97.0
1 j 97.0
1 97.0
1 97.0
5' NORTH, 15' EAST
5' NORTH, 45' EAST
5' NORTH, 35' WEST
5' NORTH, 10' WEST
PROJECT:
OUR REPORT NO.: 337 80080 -10
WATER
CONTENT
24.6
27.0
25.8
24.8
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
TES TROXLER; 3411B, 19108
REMARKS: PSI did not monitor the material placement.
WET
DENSITY
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
116.0 93.1 96.0 6 A
1
117.11 92.2 95.1 6 A
117.5 93.4 96.3 6 A
116.21 93.1 96.0 6 A
I I
STANDARD COUNT M:
ADJUSTMENT DATA M:
Psi A IOO I 41F Professional Service Industries, Inc. 2556 Gravel Drive Fort Worth. TX 76118 Phone 817/284 -3783 Fax 817/284 -8942
COMMENTS•
PERCENT Spec. 95% Min
DENSITY COMPACTION
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
D:
D:
Respectfully submitted,
Professional Service Industries, Inc.