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RTE 9W over MOODNA CREEK

Map

Coordinates:
+41.45927, -74.02339
41°27'33" N, 74°01'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 9W over MOODNA CREEK
Structure number:000000001007260
Location:2.1 MI S JCT RTS 9W+94
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:114.8 ft. [35.0 m]
Total length:236.9 ft. [72.2 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Owner:State Highway Agency [01]
Year built:1932
Year reconstructed:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
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: July 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:23,898 [as of 2011]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:37.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$11,993,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017PoorSatisfactoryPoorFair2389837.0
June 2015FairSatisfactoryFairFair2369648.8
June 2014FairSatisfactoryFairFair2369648.8
June 2013FairSatisfactoryFairFair2458246.0
May 2012PoorSatisfactoryPoorFair2470035.0
June 2011FairSatisfactoryFairFair2470046.0
May 2009FairSatisfactorySatisfactorySatisfactory2375755.1
May 2007FairSatisfactorySatisfactorySatisfactory2375755.1
May 2005FairSatisfactorySatisfactorySatisfactory1700658.8
August 2003FairSatisfactorySatisfactorySatisfactory1700663.3
August 2001FairSatisfactorySatisfactorySatisfactory1700663.3
November 1999FairSatisfactorySatisfactorySatisfactory1484862.4
October 1997FairSatisfactorySatisfactoryFair1562150.4
October 1995PoorSatisfactoryFairPoor1553536.0
November 1993PoorSatisfactoryFairPoor1553536.0
October 1991PoorVery GoodFairPoor1628637.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.1,8401,4531052820
Steel Protective Coatingsq. ft.8,0968,096000
Deck
Reinforced Concrete Decksq. ft.9,84407,3812,4630
Wearing Surfacessq. ft.9,51807,1402,045333
Superstructure
Steel Trusslinear ft.4601141162300
Steel Protective Coatingsq. ft.13,80013,11069000
Steel Floor Beamlinear ft.83841641660
Steel Protective Coatingsq. ft.9,6209,620000
Steel Gusset Plateeach36180180
Steel Protective Coatingsq. ft.288288000
Substructure
Reinforced Concrete Pier Walllinear ft.60020400
Reinforced Concrete Abutmentlinear ft.116073430
Joints
Pourable Jointlinear ft.8484000
Bearings
Movable Bearingeach40040
Steel Protective Coatingsq. ft.87100
Fixed Bearingeach40040
Steel Protective Coatingsq. ft.80080
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4744571160
Steel Protective Coatingsq. ft.2,08602,08600