ST9601-LR 981027 TEAM CONSULTANTS, INC.
2970 S. Walton Walker, Suite 101 Dallas, Texas 75211
214/331-4395'
SUMMARY OF FIELD COMPACTION TESTS
Mr. Robert Caudill
Tiseo Paving DATE: 10/27/98 JOB TITLE: Wrangler Drive
PO Box 270040 REPORT NO: 36 Coppell
Dallas, Texas 75227 JOB NO: 985142
CONTRACTOR: '-
FIELD COMPARISON
MATERIAL DESCRIPTION TEST TEST % OF
AND M C U D W M C U D W MAX.
NO. LOCATION CLASSIFICATION (%) (pcf) . (%) (pcq DENS. REMARKS
4'xY Concrete Box~
Wrangler Drive
1. Sta. 27+80, 3.0' below surface Dark brown sandy clay with occasional 26.8 98.0 24.2 94.7 103.0 *
gravel
2. Sta. 27+75, 2.0' below surface Dark brown sandy clay with occasional 25.6 95.7 24.2 94.7 101.0 *
gravel
3. Sta. 26+00, 3.0' below surface Brown and dark tan clay with calcareous 28.2 93.8 27.0 93.1 i 00.7 *
nodules and occasional gravel
4. Sta. 26+35, 2.0' below surface Brown and dark tan clay with calcareous 30.0 91.3 27.0 93.1 98.0 *
nodules and occasional gravel
5. Sta. 23+00, 3.0' below surface Dark brown sandy clay with occasional 27.5 95.5 24.2 94.7 100.8 *
gravel
6. Sta. 23+05, 2.0' below surface Dark brown sandy clay 28.0 90.4 24.2 94.7 95.5 *
7. Sta. 22+20, 3.5' below surface Dark brown sandy clay with occasional 25.5 95.6 24.2 94.7 101.0 *
gravel
REMARKS: * Meets specifications
Time On: 9:i 5
Time Off: 11:15
Tech. Time: 2.0 hrs.
Iw Andrew Pietrzak, P.E.
cc: City of Coppell/Larry Davis