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Last modified
1/25/2010 7:10:08 PM
Creation date
10/5/2006 2:33:05 AM
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Template:
Floodplain Documents
County
Statewide
Basin
Statewide
Title
Bridge Scour and Stream Instability Countermeasures
Date
7/1/1997
Prepared By
Federal Highway Administration
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />TABLE OF CONTENTS <br /> <br />1.0 INTRODUCTION.................................................................. ............................................. 1 <br />2.0 PURPOSE AND SOURCES.............................................................................................. 1 <br />3.0 THE COUNTERMEASURES MATRiX.............................................................................. 2 <br /> <br />3.1 Overview................................................................................................................ 2 <br />3.2 Countermeasure Groups........................................................................................ 3 <br /> <br />3.2.1 Group 1. Hydraulic Countermeasures ..................................................... 3 <br /> <br />3.2.1.1 Group 1.A River Training Structures ...................................... 3 <br />3.2.1.2 Group 1.B Armoring Countermeasures ..................................4 <br /> <br />3.2.2 Group 2. Structural Countermeasures..................................................... 4 <br />3.2.3 Group 3. Monitoring ................................................................................ 5 <br /> <br />3.3 Biological Countermeasures ................................................................................... 6 <br />3.4 Countermeasure Characteristics............................................................................ 6 <br /> <br />3.4.1 Functional Applications ............................................................................ 6 <br />3.4.2 Suitable River Environment ..................................................................... 7 <br /> <br />3.4.3 Maintenance............................................................................................ 8 <br />3.4.4 Installation/Experience by State Highway Agencies ................................. 8 <br />3.4.5 Design Guideline Reference .................................................................... 8 <br /> <br />4.0 COUNTERMEASURE DESIGN PHILOSOPHy................................................................. 8 <br /> <br />4.1 Investment in Countermeasures ............................................................................. 8 <br />4.2 Countermeasure Design Approach.........................................................................9 <br />4.3 Environmental Considerations ................ ...............................................................1 0 <br />4.4 Other Design Considerations .................................................................................1 0 <br /> <br />4.4.1 Filter Requirements .................................................................................1 0 <br />4.4.2 Edge Treatment ......................................................................................11 <br /> <br />5.0 DESIGN GUiDELINES.................................................................................................... ..11 <br /> <br />5.1 Overview ...............................................................................................................11 <br />5.2 Countermeasure Design Guidelines ......................................................................12 <br /> <br />5.3 Case Histories...................................................................................................... .13 <br /> <br />6.0 REFERENCES................................................................................................................. .14 <br /> <br />6.1 Matrix References .................................................................................................14 <br />6.2 Supplemental References.................................................................................... .15 <br />
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