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<br /> <br />- 10 - <br /> <br /> <br />• <br />MISCELLANEOUS <br />We believe the test program was sufficient to provide a good picture <br />of the subsoil conditions at the critical cut and fill sections along the <br />alignment. Because of the many complexities with excavations and compaction <br />of fill, we suggest that an experienced soil engineer or technician <br />be available during construction to provide observation and testing during <br /> <br />the operation. Due to the wide spacing of borings, it is likely that ~! <br />erratic soil conditions may be encountered during construction. If such <br />,._;~ <br />conditions are observed, we should be notified for supplemental recom- <br />mendattons. r <br />-a <br />We will be available for discussion of our report or to provide ~ <br />additional information at your convenience. <br /> <br />CHEN AND ASSOCIATES, INC. <br />`2` 6~STGRE. 9f, B <br />~P~o Hf ~ y y ~~_~ ~~~. <br />a; a Stevan L. Pawlak, P. E. <br />0 653b i <br />r <br />~9p ss~o N~ ~ ~ /! <br />~ ~p Reviewed By sv ~G/-''~r,,~,~~r' <br />OF C~ Richard C. Nepwor~Eh, ~. E?-'-- <br />SLP/med V <br /> <br /> <br />,.,; , <br />^} y <br />