Goodyear-LR 881114 ///~~ TRINITY ENGINEERING TESTING CORPORATION
~/' T£~CO ~ Dallas , TEXAS
COMPACTION TESTS
TO: Pace Company, LTD Limited DATE:il/14/88
4214 Fluer Drive, Suite 11
DesMoines, Iowa 50321 REPORT NO.: 1188427
Attention: Greg Tieck
PROJECT: Goodyear Service Center
Coppel!, Texas
TFTCO ~]Sqq T. Kennedy
TYPE OF SOIL LOCATION PERCENT OPTIMUM DRY DENSITY MAXIMUM PERCENT
DRY DENS ITY
MOISTURE MOISTURE LBS/CU F'r I.B~/CU F'T COMPACTION
DENSITIES ON SUBGP~DE
Bro~ Sandy 20' off:
Clay With Northeast Corner 26.6 28.3 89.8 91.8 97.8
Rock of Building
20' North of Building 26.2 28.3 91.7 91.8 100.0
Ce~ter
20' otf:
West Side of 23.2 28.3 93.5 91.8 101.5
Building
MAXIMUM DENSITY DETERMINED IN ACCORDANCE WITH: ASTM D-698
COMPACIIO>; REQUIRED 95%
COPIES T~
2-Above
1-Pzace Company, L%D Limited TRINITY ENGINEERING TESTING CORPORATION
/Attention: Jack Randle ~
f~-City of Coppell
Attention: Steve Martin ~ ~
Thompson, C.E.T,