Hampton Roads Regional Bridge Study

More documents

Recommendations

Info

DEFICIENT BRIDGES 15 Federal Structure ID Route Facility Crossing Source: HRTPO analysis of VDOT and FHWA data. Data for Hampton Roads bridges as of August 2012. TABLE 3 – STRUCTURALLY DEFICIENT BRIDGES IN HAMPTON ROADS (CONTINUED) Deck Condition Rating Super- Structure Condition Rating Sub- Structure Condition Rating Culvert Condition Rating Year Year SD in Jurisdiction Built Recnst Ownership 2007? SOUTHAMPTON 17812 634 INDIAN BRANCH LANE INDIAN BRANCH 1932 - VDOT 5 4 5 N NO SOUTHAMPTON 9139 730 LITTLE TEXAS ROAD MEHERRIN RIVER 1953 - VDOT 7 5 4 N NO SOUTHAMPTON 17724 35 MEHERRIN ROAD NOTTOWAY RIVER 1929 - VDOT 4 4 5 N NO SOUTHAMPTON 17845 657 OLD PLACE ROAD TARRARA CREEK 1988 - VDOT N N N 4 NO SOUTHAMPTON 17773 609 POPES STATION ROAD BRANCH 1979 - VDOT N N N 4 NO SOUTHAMPTON 17727 35 ROUTE 35 TARRARA CREEK 1946 - VDOT 4 4 4 N NO SOUTHAMPTON 17729 58 ROUTE 58 EB NOTTOWAY SWAMP 1930 1978 VDOT 6 6 4 N YES SOUTHAMPTON 17755 189 SOUTH QUAY ROAD BLACKWATER RIVER 1940 1962 VDOT 5 4 4 N YES SOUTHAMPTON 17853 663 THE HALL ROAD FLAT SWAMP 1968 - VDOT 7 7 4 N YES SOUTHAMPTON 17757 308 THREE CREEK ROAD THREE CREEK 1948 - VDOT 4 4 5 N YES SOUTHAMPTON 17813 635 TUCKER SWAMP ROAD NORFOLK SOUTHERN R/R 1915 - Other 5 4 5 N NO SUFFOLK 22131 643 ARTHUR DRIVE LANGSTON SWAMP 1945 - City 6 6 6 N NO SUFFOLK 22130 643 ARTHUR DRIVE SPIVEY SWAMP 1960 - City 5 5 5 N NO SUFFOLK 22154 674 BADGER ROAD WASHINGTON DITCH 1945 - City 5 5 5 N NO SUFFOLK 22139 662 BOX ELDER ROAD NORFLEETS SWAMP 1958 1994 City 7 5 6 N NO SUFFOLK 22027 32 CAROLINA ROAD CYPRESS SWAMP 1924 1972 City 5 4 5 N YES SUFFOLK 22110 613 ELWOOD ROAD KINGSALE SWAMP 1962 - City 5 5 6 N NO SUFFOLK 22148 668 FREEMAN MILL ROAD SPIVEY SWAMP 1954 1976 City 6 4 6 N NO SUFFOLK 22121 639 LAKE CAHOON ROAD SBD SYS & NS R/R 1962 1974 City 4 5 6 N YES SUFFOLK 22137 660 LONGSTREET LANE SOMERTON CREEK 1968 - City 6 4 4 N NO SUFFOLK 22132 643 MANNING BRIDGE ROAD STREAM 1945 - City 4 5 5 N NO SUFFOLK 22111 616 MINERAL SPRINGS ROAD JONES SWAMP 1955 1977 City 5 4 5 N NO SUFFOLK 22091 337 NANSEMOND PARKWAY BEAMONS MILL POND 1920 - City 5 4 5 N YES SUFFOLK 22105 607 OLD MILL ROAD COHOON CREEK 1955 1981 City 5 4 6 N NO SUFFOLK 22150 668 PITTMANTOWN ROAD MILL SWAMP 1950 - City 6 5 7 N NO SUFFOLK 22151 669 ROBBIE ROAD MILL SWAMP 1955 - City 5 5 4 N YES SUFFOLK 22107 608 SIMONS DRIVE COHOON CREEK 1945 - City 7 4 5 N NO SUFFOLK 22138 661 SOUTHWESTERN BLVD CHAPEL SWAMP 1956 - City 5 5 5 N NO SUFFOLK 22159 688 TURLINGTON ROAD BR KILBY CREEK-SPILLWAY 1957 - City 5 4 5 N YES SURRY 18187 604 GOODRICH FORK ROAD TERRAPIN SWAMP 1932 - VDOT 7 5 4 N NO SURRY 18304 603 THREE BRIDGES ROAD BLACKWATER RIVER 1932 - VDOT 5 4 5 N NO VA BEACH 22228 264 I-264 LYNNHAVEN PARKWAY 1967 1986 VDOT 7 4 5 N NO VA BEACH 22252 58 LASKIN ROAD LINKHORN BAY 1938 1956 City 5 4 4 N YES VA BEACH 22260 60 SHORE DRIVE EB LYNNHAVEN INLET 1958 - City 6 4 5 N YES VA BEACH 22264 60 SHORE DRIVE WB LYNNHAVEN INLET 1967 - City 6 4 5 N YES VA BEACH 22187 - SOUTH LYNNHAVEN ROAD LONDON BRIDGE CREEK 1966 - City 5 6 4 N NO YORK 4290002 - YORKTOWN BATTLEFIELD TOUR ROAD BEAVERDAM CREEK 1975 - Federal 6 6 4 N NO HAMPTON James City/Williamsburg/York ROADS REGIONAL Transportation BRIDGE STUDY Study
DEFICIENT BRIDGES 16 FUNCTIONALLY OBSOLETE BRIDGES A functionally obsolete bridge is a structure that was built to geometric standards that are no longer used today. Functionally obsolete bridges do not have adequate lane widths, shoulder widths, or vertical clearances to serve current traffic volumes or meet current geometric standards. Functionally obsolete bridges also may occasionally be flooded or have approaches that are difficult to navigate. In spite of these deficiencies, functionally obsolete bridges are not inherently unsafe. Bridge inspectors will close or impose weight limits on bridges that they feel are unsafe. FUNCTIONALLY OBSOLETE BRIDGES SUMMARY Bridges in Hampton Roads that are classified as functionally obsolete Hampton Roads rank among comparable metropolitan areas in terms of the percentage of bridges that are classified as functionally obsolete 379/31.0% 284/22.9% in 2007 2 nd highest of 35 areas Bridges are classified as functionally obsolete if at least one of the following conditions is true: Component Rating Structural Condition Rating = 3 Waterway Adequacy Rating = 3 Deck Geometry Rating ≤ 3 Underclearances Rating ≤ 3 Approach Roadway Alignment Rating ≤ 3 For definitions of these terms and ratings, see Appendix B. By rule, any structure that is classified as structurally deficient can not also be classified as functionally obsolete. Structures that have ratings that would qualify the bridge to be classified as both structurally deficient and functionally obsolete are classified as structurally deficient. Similar to structurally deficient bridges, structures built or reconstructed within the last ten years can not be classified as functionally obsolete, regardless of the design of the bridge. This rule (the Ten Year Rule) is described further in the Bridge Funding section of this report. HICKS ISLAND ROAD IN JAMES CITY COUNTY VDOT HAMPTON James City/Williamsburg/York ROADS REGIONAL Transportation BRIDGE STUDY Study
Page 1 and 2: Hampton Roads Regional Bridge Study
Page 3 and 4: NON-VOTING MEMBERS: HAMPTON ROADS T
Page 5 and 6: REPORT DOCUMENTATION ii TITLE: Hamp
Page 7 and 8: TABLE OF CONTENTS iv LIST OF FIGURE
Page 9 and 10: INTRODUCTION 2 Health Index -
Page 11 and 12: BRIDGE DEFINITIONS 4 1 - SLAB 99 br
Page 13 and 14: REGIONAL BRIDGE SUMMARY 6 BRIDGES B
Page 15 and 16: REGIONAL BRIDGE SUMMARY 8 Bridges i
Page 17 and 18: BRIDGE INSPECTIONS AND RATINGS 10 E
Page 19 and 20: DEFICIENT BRIDGES 12 STRUCTURALLY D
Page 21: DEFICIENT BRIDGES 14 Federal Struct
Page 25 and 26: DEFICIENT BRIDGES 18 Jurisdiction F
Page 33 and 34: DEFICIENT BRIDGES 26 DEFICIENT BRID
Page 35 and 36: DEFICIENT BRIDGES 28 WEIGHT-POSTED
Page 37 and 38: FRACTURE AND SCOUR CRITICAL BRIDGES
Page 39 and 40: SUFFICIENCY RATING 32 The method fo
Page 41 and 42: SUFFICIENCY RATING 34 Jurisdiction
Page 43 and 44: HEALTH INDEX 36 HEALTH INDEX As des
Page 45 and 46: BRIDGE FUNDING 38 Non-federal-aid
Page 47 and 48: BRIDGE FUNDING 40 restrictions, suf
Page 49 and 50: BRIDGE FUNDING 42 Bridge, Pinners P
Page 51 and 52: BRIDGE PROJECTS 44 Federal Structur
Page 53 and 54: BRIDGE PROJECTS 46 A total of $781
Page 55 and 56: COST OF SUSTAINING BRIDGE CONNECTIO
Page 61 and 62: CONCLUSIONS 54 CONCLUSIONS Based on
Page 63 and 64: APPENDIX A 56 National Bridge Inven
Page 65 and 66: APPENDIX B 58 DECK, SUPERSTRUCTURE,
Page 67 and 68: APPENDIX B 60 INVENTORY RATING The
Page 69 and 70: APPENDIX B 62 UNDERCLEARANCES This
Page 71 and 72: APPENDIX B 64 APPROACH ROADWAY ALIG
Page 73 and 74:
APPENDIX C 66 COMPONENT #1 - STRUCT
Page 75 and 76:
APPENDIX C 68 If none of those four
Page 77 and 78:
APPENDIX C 70 COMPONENT #4 - SPECIA
Page 79 and 80:
APPENDIX D 72 Ü CHESAPEAKE BRIDGES
Page 81 and 82:
APPENDIX D 74 Federal Structure ID
Page 83 and 84:
Page 85 and 86:
Page 87 and 88:
Page 89 and 90:
APPENDIX D 82 Ü ISLE OF WIGHT COUN
Page 91 and 92:
Page 93 and 94:
Page 95 and 96:
APPENDIX D 88 Ü NEWPORT NEWS BRIDG
Page 97 and 98:
Page 99 and 100:
Page 101 and 102:
Page 103 and 104:
Page 105 and 106:
Page 107 and 108:
Page 109 and 110:
Page 111 and 112:
Page 113 and 114:
Page 115 and 116:
Page 117 and 118:
Page 119 and 120:
show all

Hampton Roads Regional Bridge Study

Create successful ePaper yourself

Delete template?

Save as template?