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TRAVIS AVENUE over MAIN CREEK

Map

Coordinates:
+40.59839, -74.17560
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:34.8 ft. [10.6 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 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,396 [as of 2010]
Truck traffic:7% 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]
Operating rating:73.8 tons [67.1 metric tons]
Inventory rating:43.9 tons [39.9 metric tons]
Sufficiency rating:79.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$958,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201579.1FairGoodGoodFairFO15396
October 201379.1FairGoodGoodFairFO15396
September 201179.1FairGoodGoodFair-15400
September 201079.3FairGoodGoodFair-11777
September 200979.2FairGoodGoodFair-13377
November 200879.2FairGoodGoodFair-13377
November 200779.2FairGoodGoodFair-13377
August 200580.3FairGoodGoodFairFO11777
August 200380.3FairGoodGoodFairFO11777
March 200375.7FairSatisfactoryFairFairFO3600
February 200075.7FairSatisfactoryFairFairFO3600
March 199861.7PoorSatisfactoryFairPoorSD3600
May 199662.1PoorFairPoorPoorSD3600
April 199460.2PoorFairPoorPoorSD3600
March 199260.2PoorFairPoorPoorSD3600
May 199061.3PoorFairPoorPoorSD3600