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SLOPES IV – Structure Span. Functional Floodplain Span (FFS). ACW. OHW. Paul R. Wirfs, P.E. Oregon Department of Transportation Engineering & Asset Management Unit Manager. SLOPES IV – Structure Span. Bridges and Culverts Good Engineering Judgment Streamlined Permitting Option
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SLOPES IV – Structure Span Functional Floodplain Span (FFS) ACW OHW Paul R. Wirfs, P.E. Oregon Department of Transportation Engineering & Asset Management Unit Manager
SLOPES IV – Structure Span • Bridges and Culverts • Good Engineering Judgment • Streamlined Permitting Option • Early Evaluation & Communication
SLOPES III Active Channel Width Total Scour Depth Total Scour Elevation
Total Scour at a Bridge Functional Floodplain Span (FFS) Total Scour Depth Total Scour Elevation
Functional Floodplain Span Single Span Structure 1.5 x Active Channel Width Multi-Span Structure 2.2 x Active Channel Width
General Scour Prism Functional Floodplain Span (FFS) A ACW B OHW General Scour Depth General Scour Prism FFS = ACW + A + B
Bridge Abutment Protection Required Because: Abutment Scour not considered Channel Migration Foundation on Erodible Materials
http://www.oregon.gov/ODOT/HWY/ GEOENVIRONMENTAL/ ftp://ftp.odot.state.or.us/SLOPES_IV Paul R. Wirfs, P.E. Oregon Department of Transportation Engineering & Asset Management Unit Manager 503-986-3526