Town Center L1B3-LR 981216 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: December 16, 1998 OUR REPORT NO.: 341-80053-52
TEST DATA: (50) CRUSHED GREY LIMESTONE OPT. MOIST. = 15.0%
M~IMUM COMMENTS*
EST j TEST SOILID MB DRY * WA~R WET DRY PERCE~ Spec. 95% Min
NO. _ . DEP~. : ELEVATI~ ~ NUMBER DENSI~ COGENT DENSI~ - DENSI~ : COMPACTION
1 6" ; F GRADE 50 117.0 18.9 129.8 109 2 ' 93.3 3 B
2 6" i F GRADE 50 117.0 19.7 128.6 107 4 91.8 3 B - D
I
3 6" I: F GRADE 50 117.0 24 5 124.1 99 7 85.2 3 B - D
TEST LOCATION: SOUTH TURN LANE-DENTON TOP AT KINGSBRIDGE DRIVE
1 9' NORTH OF SOUTH SAW CUT AND 14' WEST OF EAST CURB
2 62' NORTH OF SOUTH SAW CUT AND 4' WEST OF EAST CURB
3 21' SOUTH OF NORTH END AND 4' WEST OF EAST CURB
NOTES: TESTS PERFORMED PER ASTM 02922-91 & ASTM 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: uase~ on maximum ary 4. SUBBASE C. RETEST OF PREVIOUS TEST
dens~ obtained on sample indicated by 5. SOIL CEMENT D. MOISTURE IN EXCESS OF SPECIFICATIONS
soil ID number. 6. OTHER E. MOISTURE BELOW SPECIFICATIONS
* (50) TX-113E
TEST INSTRUMENT: TROXLER, 3430, 24450 STANDARD COUNT M: 611 D: 2745
REMARKS: PSI did not monitor the material placement. ADJUSTMENT DATA M: D:
Respectfully submitted,
TECHNICIAN: GARY KINCAID 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 REPROO[JCEO. EXCEPT IN FUI-L. V%lTHOUT WRITTEN PERMISSION BY PROFESSIONAl. SERVICE INDUSTRIES. INC
PS, ^-~ 00-2 (3)F Professional Service Industries, Inc. · 4087 Shilling Way · Dallas, TX 75237 ° Phone 214/330-9211 ° Fax 214/263-2612