Town Center L1B3-LR 981230 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
DJLLLAS, TX 75248
DATE: December 30, 1998 OUR REPORT NO.: 341-80053-54
TEST DATA: (50) CRUSHED GREY LIMESTONE OPT. MOIST. = 15 . 0%
MAXIMUM " COMMENTS'
TEST TEST SOIL ID LAB DRY * WATER ! WET DRY PERCENT Spec. 95 % Min
NO. _ J_ __ DEPTH ELEVATION . NUMBER DENSITY CONTENT DENSITY DENSITY C0MPAC~'ION
i 6" *FSGRADE 50 117.0 : 15.8 I 131.4 113.5 97.0 4 - A - C
2 6" · *FSGR~E 50 !, 117.0 ' 16.0 132.5 114.2 97.6 4 - A - C
;
TEST LOCATION:
1 ; 65' NORTH OF CROSSOVER
2 90' NORTH OF CROSSOVER
NOTES: TESTS PERFORMED PER ASTM D2922'gl& A-STM-D3017-88(93) 'COMMENTS: 1. FILL MATERIAL A. TEST RESULTS COMPLY WITH SPECIFICATIONS
DENSITIES SHOWN: Lbs. per cubic foot 2. BACKFILL B. PERCENT COMPACTION DOES NOT COMPLY
WATER CONTENT: Percent_of dry weight . :3. BASE COURSE WITH SPECIFICATIONS
PERCENT COMPACTION: uaseo on maximum my 4. SUBBASE C. RETEST OF PREVIOUS TEST
dens'_Ry obtained on sample indicated by 5. SOIL CEMENT D. MOISTURE IN EXCESS OF SPECIFICATIONS
soil ID numoer. 6. OTHER E. MOISTURE BELOWSPECIFICATIONS
· (50) T]f-ll3E
TEST INSTRUMENT: TROXLER STANDARD COUNT M: D:
REMARKS: PSI did not monitor the material placement. AD. IUSTMENTDATA M: D:
· ELEVATION IN REFERENCE TO FINAL SUBGRADE.
Respectfully submitted,
TECHNIC Ii~/~: FLOYD PALMER Professional Service Industries, Inc.
THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC LOCATIONS NOTED AND MAY NOT REPRESENT ANY OTHER LOCATIONS OR ELEVATIONS.
REPORTS MAY NOT BE REPROOUCED. EXCEPT IN FULL. WITHOUT V~RI~rEN PERMISSION BY PROFESSIONAl SER%qCE INDUSTRIES. INC.
PSI A-100-2 (3)F Professional Service Industries, Inc. · 4087 Shilling Way ° Dallas, TX 75237 ° Phone 214/330-9211 ° Fax 214/263-2612