Town Center L1B3-LR 980727 Information
.To Build On
REPORT OF FIELD COMPACTION TESTS
TESTED FOR: MIKE MORGAN PROJECT: COPPELL TOWN CENTER
LEE LEWIS CONSTRUCTION COPPEL, TX
16660 NORTH DALLAS PARKWAY
DALLAS, TX 75248
DATE: July 27, 1998 OUR REPORTNO.: 341-80053-7
TESTDATA: (3) BROWN SANDY CLAY OPT. MOIST. = 13.5%
MAXIMUM COMMENTS'
TEST TEST SOILID LABDRY * WATER WET DRY PERCENT S~ec. 95% Min
NO. DEPTH ELEVATION NUMBER DENSITY CONTENT DENSITY DENSITY COMPACT ON =' ..........
i 6" F LIFT 3 115.5 15.1 132.9 115.5 100.0 !1 - A
2 6" F LIFT 3 115.5 15.7 132.7 114.7 99.3 11 - A
3 6" F LIFT 3 115.5 16.1 132.4 114.0 i 98.7 1 - A
4 6' F LIFT 3 115.5 15.4 131.4 113.9 ] 98.6 1 - A
5 6" F LIFT 3 115.5 16.6 134.1 115.0 99.6 1 - A
I
TEST LOCATION: BUILDING PAD
1 15' WEST AND 9.5' SOUTH OF NORTHEAST CORNER
2 20' EAST AND 100' SOUTH OF NORTHWEST CORNER
3 40' WEST AND 100' NORTH OF SOUTHWEST CORNER
4 15' WEST AND 25' NORTH OF SOUTHWEST CORNER
5 CENTER/MIDDLE OF EAST SECTION
NOTES: TESTS PERFORMED PER ASTM D2922-91 & ASTM D301 ?-88(93) *COMMENTS: 1. FILL MATERIAL A. TEST RESULTS COMPLY WITH SPECIFICATIONS
DENSITIESSHOWN: Lb~. _per cubic ~ 2. BACKFILL B. PERCEHT COMPACTION DOES NOT COMPLY
WATER CONTENT: Percent of dp/weight. . 3. BASE COURSE WITHSPECIFICATIONS
PERCENT COMPACTION: Baseo on maxm~um Dry 4. SUBBASE C. RETEST OF PREVIOUS TEST
den$1N oblained on sample Indicated by 5. SOIL CEMENT D. MOISTURE IN EXCESS OF SPECIFICATIONS
soil ID'number. 6. OTHER E. MOISTURE BELOW SPECIFICATIONS
· (3) ASTM D698
TEST INSTRUMENT: STANDARD COUNT M: D:
REMARKS: PSI did not monitor the material placement. ADJUSTMENT DATA M: D:
' Respectfully submitted,
TECHNICIAN: GERRY GRAHAM Professional Service Industries, Inc.
TI.lEK TEST RESULTG AP~L.Y ONLY TO 1tie 8PECFIC LOCATIONS NOTED AND M~Y NOT RE PRESENT ANY OTHER LOCAI'IQN8 OPE ELEVATION8
~, A-~; (~)~ Professional Service Industries, Inc. · 4087 Shilling Way · Dallas, TX 75237 · Phone 214/330-9211 · Fax 214/263-2612