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<br /> <br /> <br />Z-3S- 6 <br />FHW A- TS-80-226 <br /> <br />HYDRAULIC DESIGN <br />OF BRIDGES <br />WITH RISK ANALYSIS <br /> <br />, <br /> <br />., <br /> <br />I- <br />en <br />o <br />t) <br /> <br />a <br />w <br />l- <br />t) <br />W <br />CL <br />x <br />w <br /> <br />.:..... <br /> <br /> <br />Range of Near -Optimum <br />Designs <br /> <br />1 <br /> <br /> <br />Capital <br /> <br />Design With Least Expected <br />Project Cast <br /> <br />Total Expected <br />Cost of Crossing <br /> <br />Annual Risk <br />Casts <br /> <br />. <br /> <br />EXCEEDANCE PROBABILITY <br /> <br />U.S. DEPARTMENT-OF TRANSPORTATION <br />Federal Highway Administration <br />Offices of Research and Development <br />Implementation Division IHDV-21) <br /> <br />March 1980 <br />