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RICHMOND AVENUE over RICHMOND CREEK

Map

Coordinates:
+40.56684, -74.16974
40°34'01" N, 74°10'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RICHMOND AVENUE over RICHMOND CREEK
Structure number:000000002240350
Location:4.2MI E RT440 & RICH PWY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:149.9 ft. [45.7 m]
Total length:304.1 ft. [92.7 m]
Roadway width between curbs:83.3 ft. [25.4 m]
Deck width edge-to-edge:107.3 ft. [32.7 m]
Vertical clearance below bridge:6.6 ft. [2.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1986
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:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:52,546 [as of 2010]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:70.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$25,605,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairFairSatisfactoryFair5254670.0
June 2015FairFairSatisfactoryFair5514170.0
July 2013FairVery GoodVery GoodSatisfactory5514182.0
June 2011FairVery GoodVery GoodSatisfactory5510082.0
July 2009FairVery GoodExcellentSatisfactory5853982.0
August 2007FairVery GoodExcellentSatisfactory6230282.0
June 2005FairVery GoodExcellentSatisfactory5083183.0
July 2003GoodVery GoodExcellentGood5083183.0
July 2001GoodVery GoodVery GoodGood5674383.0
August 1999GoodGoodVery GoodGood7778983.0
October 1997FairSatisfactoryVery GoodSatisfactory4810284.0
August 1995FairFairVery GoodFair4136071.0
December 1993FairFairVery GoodFair3400072.0
August 1991FairFairVery GoodFair3400072.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.4,2064,1228400
Steel Protective Coatingsq. ft.68,00257,7876,8003,4150
Deck
Reinforced Concrete Decksq. ft.32,63132,466120450
Wearing Surfacessq. ft.23,75022,2501,50000
Substructure
Reinforced Concrete Pier Walllinear ft.214020950
Reinforced Concrete Abutmentlinear ft.2141892500
Joints
Compression Jointlinear ft.436004360
Bearings
Movable Bearingeach4203660
Steel Protective Coatingsq. ft.144014400
Fixed Bearingeach4204200
Steel Protective Coatingsq. ft.144014400
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.608608000