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TRAVIS AVENUE over MAIN CREEK

Map

Coordinates:
+40.59839, -74.17559
40°35'54" N, 74°10'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TRAVIS AVENUE over MAIN CREEK
Structure number:000000002249870
Location:IN NEW SPRINGVILLE PARK
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:32.2 ft. [9.8 m]
Total length:35.1 ft. [10.7 m]
Roadway width between curbs:35.4 ft. [10.8 m]
Deck width edge-to-edge:48.2 ft. [14.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1930
Year reconstructed:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:13,872 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. [3]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:79.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,040,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairGoodGoodFair1387279.2
October 2015FairGoodGoodFair1539679.1
October 2013FairGoodGoodFair1539679.1
September 2011FairGoodGoodFair1540079.1
September 2010FairGoodGoodFair1177779.3
September 2009FairGoodGoodFair1337779.2
November 2008FairGoodGoodFair1337779.2
November 2007FairGoodGoodFair1337779.2
August 2005FairGoodGoodFair1177780.3
August 2003FairGoodGoodFair1177780.3
March 2003FairSatisfactoryFairFair360075.7
February 2000FairSatisfactoryFairFair360075.7
March 1998PoorSatisfactoryFairPoor360061.7
May 1996PoorFairPoorPoor360062.1
April 1994PoorFairPoorPoor360060.2
March 1992PoorFairPoorPoor360060.2
May 1990PoorFairPoorPoor360061.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.544054400
Steel Protective Coatingsq. ft.6,03806,03800
Deck
Reinforced Concrete Decksq. ft.1,54301,54300
Wearing Surfacessq. ft.1,13101,13100
Substructure
Reinforced Concrete Abutmentlinear ft.100082180
Bearings
Movable Bearingeach1701700
Steel Protective Coatingsq. ft.6806800
Fixed Bearingeach1701700
Steel Protective Coatingsq. ft.6806800
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6406220
Steel Protective Coatingsq. ft.1,0921,092000
Reinforced Concrete Bridge Raillinear ft.6406400