Town Center L1B3-LR 981218 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: Decen~er lB, 1998 OUR REPORT NO.: 341-B0053-53
TEST DATA: (50) CRUSHED GREY LIMESTONE OPT. MOIST. = 15.0%
M~IMUM COMMENTS'
TEST TEST - SOIL ID ~B DRY * WATER WET DRY PERCENT i S~ec 95 % Min
NO. DEP~ ELEVATION NUMBER DENSITY CONTENT DENSI~ DENSI~ COMPACTION I ~ '
1 6" SUBGRADE 50 117.0 17.3 132.7 113.1 96.7 4 - A
2 6" SUBGRADE 50 117.0 19.6 131.4 109.9 93.9 4 - B - D
3 6" SUBGRADE 50 117.0 18.3 125.4 106.0 90.6 .4 - B - D
TEST LOCATION:
1 27' NORTH OF CROSSOVER
2 90' NORTH OF CROSSOVER
3 160' NORTH OF CROSSOVER
NOTES: TESTS PERFORMED PER ASTM D2922-91 & ASTM D3017-88(93) *COMMENTS: 1. FILL MATERIAL A. TEST RESULTS COMPLY V%qTH SPECIFICATIONS
DENSITIES SHOWN: Lbs. ~ cubic foot 2. BACKFILL B. PERCENT COMPACTION DOES NOT COMPLY
WATER CONTENT: Percentof dry weight . 3. BASE COURSE WITH SPECIFICATIONS
PERCENT COMPACTION: uasl~-o~ maximum ory 4. SUBBASE C. RETEST OF PREVIOUS TEST
density obtained on sample indicated by 5. SOIL CEMENT D. MOISTURE IN EXCESS OF SPECIFICATIONS
soil ID'number. 6. OTHER E. MOISTURE BELOW SPECIFICATIONS
* (50) T~-ll3E
TEST INSTRUMENT: TROXLER STANDARD COUNT M: 666 D' 2413
REMARKS: PSI did not monitor the material placement. ADJUSTMENT DATA M: D:
Respectfully submitted,
TECHNICIAN: FLOYD PALMER Professional Service Industries, Inc.
THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC LOCATIONS NOTED AND MAY NOT REPRESENT ANY OTHER LOCATIONS ON ELEVATIONS
REPORTS MAY NOT SE REPR~D. EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC.
PS, ^-~o0-2 mF
Professional Service Industries, Inc. · 4087 Shilling Way · Dallas, TX 75237 · Phone 214/330-9211 · Fax 214/263-2612