RTE 104 over RTE 940K


+43.20423, -77.65911
43°12'15" N, 77°39'33" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 104 over RTE 940K
Structure number:000000001036469
Location:3.5MI E Jct Rts 104+386
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:88.6 ft. [27.0 m]
Total length:184.1 ft. [56.1 m]
Roadway width between curbs:78.7 ft. [24.0 m]
Deck width edge-to-edge:103.7 ft. [31.6 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:17°
Owner:State Highway Agency [01]
Year built:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans 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:Good
Status:Open, no restriction [A]
Average daily traffic:39,722 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:89.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$7,021,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodGoodExcellentVery Good3972289.1
September 2015GoodGoodExcellentExcellent3986889.0
September 2013GoodVery GoodExcellentExcellent3821389.3
September 2011GoodVery GoodExcellentExcellent3820089.3
October 2009GoodVery GoodExcellentExcellent3686189.5
December 2007GoodExcellentExcellentExcellent3542089.7
November 2005GoodVery GoodExcellentExcellent4041989.0
December 2003GoodExcellentExcellentExcellent4041989.0
November 2002FairFairVery GoodFair3851464.3
July 2000PoorPoorVery GoodFair3851460.1
April 1998PoorFairGoodPoor3851446.5
June 1996PoorPoorSatisfactoryPoor3072846.3
August 1994PoorPoorVery GoodPoor3072853.2
October 1992PoorPoorVery GoodPoor3480652.1
October 1990PoorPoorSatisfactoryPoor3846651.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.2,1942,194000
Steel Protective Coatingsq. ft.21,61220,5321,08000
Reinforced Concrete Decksq. ft.18,99017,0921,89800
Wearing Surfacessq. ft.14,445014,44500
Reinforced Concrete Columneach33000
Reinforced Concrete Abutmentlinear ft.2182081000
Reinforced Concrete Pier Caplinear ft.103103000
Elastomeric Bearingeach3636000
Steel Protective Coatingsq. ft.36122400
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.367367000