Town Center L1B3-LR 980724 Information
.To Build On
REPORT OF FIELD COMPACTION TESTS
TESTED FOR: MIICE MORGAN PROJECT: COPPELL TOWN CENTER
LEE LEWIS CONSTRUCTION COPPEL, TX
16660 NORTH DALLAS PARKWAY
DALLAS, TX 75248
DATE: July 24, 1998 OUR REPORT NO.: 341-80053-8
TESTDATA: (2) SANDY BROWN GRAY AND TAN CLAY OPT. MOIST. = 14.0%
I MAXIMUM COMMENTS*
I
TEST TEST ; SOIL ID LAB DRY * WATER WET DRY PERCENT , SpeC.
NO. DEPTH ELEVATION NUMBER DENSITY CON'rENT DENSITY DENSrW COMPACTION
1 6" 1ST LIFT 2 113.5 14.6 128.6 112.2 98.9 I - A
2 6" 1ST LIFT 2 113.5 14.9 127.9 111.3 98.1 1 - A
3 6" 1ST LIFT 2 113.5 15.4 129.2 112.0 98.7 1 - A
4 6" 1ST LIFT 2 113.5 15.8 129.6 111.9 98.6 1 - A
i 5 6" 1ST LIFT 2 113.5 15.6 131.7 113.9 100.4 i - A
TEST LOCATION: BUILDING PADS - 1ST LIFT OF SELECT FILL
i 25' NORTH OF THE SOUTHWEST CORNER OF THE BUILDING PAD
2 5' NORTH OF THE SOUTHWEST CORNER OF THE BUILDING PAD
3 10' WEST OF THE SOUTHEAST CORNER OF THE BUILDING PAD
4 25' WEST OF THE NORTHEAST CORNER OF THE BUILDING PAD
5 40' WEST OF THE SOUTHEAST CORNER OF THE BUILDING PAD
NOTES: TESTS PERFORMED PER ASTM 02922-91 & ASTM 03017-88(93) *COMMENTS: 1. FILL MATERIAL A. TEST RESULTS COMPLY WITH SPECIFICATIONS
DENSITIES SHOWN: Lbs..per cubic foot 2. BACKFILL B. PERCENT COMPACTION DOESNOT COMPLY
WATER CONTENT: E._.er~. '_of dry weight . 3. BA~E COURSE WITH SPECIFICATIONS
PERCENT COMPACmI~N: uase~ on maximum ar~ 4. {~ ~IB~=~ C. RETEST OF PREVIOUS TEST
density ob~.ined off sample indicated by 5.~,,ENT D. MOISTURE IN EXCESS OF SPECIFICATIONS
soil ID'numoer. 6. E. MOISTURE BELOW SPECIFICATIONS
* (2) ~TM 0698
TEST INSTRUMENT: TROXLER, 3430 STANDARD COUNT M: D:
REMARKS: PSI did not monitor the material placement. ADJUSTMENT DATA M: D:
' Respectfully submitted,
TECHNICIAN: ROBERT NANCE Professional Service Industries, Inc.
THEaE TEST RESULT8 APPLY (~NI,Y TO THE 81~CFIC 1OC~TION8 NOTED ~NO MAY NOT REPRESF. NT ANY OTHER LOGATION8 ~1~ ELEVATIONS.
PSI A-I00-2 (3)F ·
Professional Service Industries, Inc. · 4087 Shilling Way · Dallas, TX 75237 ° Phone 214/330-9211 * Fax 214/263-2612