Town Center L1B3-LR 981120 Information
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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: November 20, 1998 OUR REPORT NO.: 341-80053-51
TESTDATA: (50) CRUSHED GREY LIMESTONE OPT. MOIST. = 15.0%
! MAX MU COMMENTS"
TEST TEST i SOIL ID ! LAB DRY *~ WATER WET DRY PERCENT
95%
M±n
NO. DEPTH ELEVATION . NUMBER' DENSITY .I CONTENT DENSITY DENSITY COMPACTION -~ec.
i i 6" FINAL 50 117.0 12.9 120.8 107.0 91.5 3 - B E
-
TEST LOCATION:
1 i 5' EAST AND 5' SOUTH OF THE NORTHWEST CORNER OF THE NORTH TURN LANE
NOTES: TESTS PERFORMED PER ASTM D2922-91 & 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: Base~ on maximum ary 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) TX-113E
TEST INSTRUMENT: TROXLER, 3430, 21449 STANDARD COUNT M: 611 D: 2544
REMARKS: PSI did not monitor the material placement. ADJUSTMENT DATA M: D:
Respectfully submitted,
TECHNICIAN: ROBERT NANCE Professional Service Industrfes, Inc.
THESE TEST RESULTS APPI. Y ONLY TO THE SPECIFIC LOCATION8 NOTED AND MAy NOT REPRESENT ANY OTHER LOCATIONS O~ ELEVATIONS
REPORTS MAY NOT BE REPROOUCED. EXCEPT IN FULL. WITHOUT I/VRITTEN PERMISSION BY PROFESSIONAL SERVICE 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
Information
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DAILY FIELD REPORT
TESTED FOR: MI~ MORGAN PROJECT: COPPELL TOWN C~TZ'ER
LEE LEWIS CONSTRUCTION COPPEL, TX
16660 NORTH DALLAS PARKWAY
DALLAS, TX 75248
DATE: November 20, 1998 OUR REPORT NO.: 341-80053-49
WEATHER: PARTLY CLOUDY
TEMPERATURE RANGE: 6 5 TO: 6 5
INSPECTOR: ROBERT NANCE
TYPE OF INSPECTION BEING PERFORMED
X SOILS CONCRETE
FOUNDATIONS BATCH PLANT
__ CONTROLLED FILL (COMPACTION) __ PLACEMENT (JOB SITE)
X OBTAIN SOIL SAMPLES
ASPHALT OTHER
BATCH PLANT
__ PLACEMENT (JOB SITE)
BRIEF RESUME OF VVORK ACCOMPLISHED THIS DATE:
On this date, a representative of PSI traveled to the site to obtain
one sample of the material proposed for use as roadway turn lane on
the above referenced project. The samples were returned to the lab-
oratory for testing.
Respectfully submitted,
Professional Service Industries, Inc.
REIN~I~8 MAy NOT B~ R~ROI~UCF. D. EXCEP'F IN FUt. g Wtl~4OiJT INR~ I=ERMIS~N~N BY PROFE~/ONAL ~ERVlC~ INDUSTRIES. INC.
Professional Service Industries, Inc. · 4087 Shilling Way · Dallas, TX 75237 · Phone 214/330.9211 · Fax 214/263-2612