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RIVERSIDE DRIVE over W125 ST, 12TH AVENUE, St

Map

Coordinates:
+40.81799, -73.96038
40°49'05" N, 73°57'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RIVERSIDE DRIVE over W125 ST, 12TH AVENUE, St
Structure number:000000002246660
Location:OVER ST CLAIR PL-TO 134ST
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:128.9 ft. [39.3 m]
Total length:1809.1 ft. [551.4 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:81.7 ft. [24.9 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:28°
Owner:City or Municipal Highway Agency [04]
Year built:1897
Year reconstructed:1988
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:26
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,253 [as of 2011]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:93.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$101,557,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairSatisfactoryGoodSatisfactory225393.7
July 2015FairSatisfactoryGoodFair230780.9
July 2013FairSatisfactoryGoodFair1240880.9
July 2011FairSatisfactoryGoodFair1240880.9
July 2009FairSatisfactoryGoodSatisfactory1255592.1
August 2007FairSatisfactoryGoodSatisfactory1240892.2
July 2005FairSatisfactoryGoodSatisfactory1240892.2
June 2003FairSatisfactoryGoodSatisfactory1240892.2
July 2001FairSatisfactoryGoodSatisfactory1204390.1
September 1999FairGoodGoodFair1204378.8
September 1997FairSatisfactoryFairFair1204378.8
July 1995PoorFairPoorPoor1840060.2
May 1993PoorFairPoorPoor1840060.2
August 1991PoorPoorPoorPoor1840058.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Closed Web/Box Girderlinear ft.3,4883,488000
Steel Protective Coatingsq. ft.108,568108,568000
Steel Stringerlinear ft.1,1431,143000
Steel Protective Coatingsq. ft.18,35718,357000
Deck
Reinforced Concrete Decksq. ft.107,664107,664000
Wearing Surfacessq. ft.105,30689,12816,17800
Superstructure
Steel Archlinear ft.3,2553,255000
Steel Protective Coatingsq. ft.143,55731,500103,5898,4680
Reinforced Concrete Archlinear ft.40016240
Steel Floor Beamlinear ft.8,1768,176000
Steel Protective Coatingsq. ft.121,759120,2844601,0150
Substructure
Steel Columneach5454000
Steel Protective Coatingsq. ft.97,50924,61672,1617302
Reinforced Concrete Pier Walllinear ft.8181000
Reinforced Concrete Abutmentlinear ft.8181000
Masonry Abutmentlinear ft.150015000
Reinforced Concrete Pile Cap/Footinglinear ft.50050
Joints
Compression Jointlinear ft.1,25801,1541040
Bearings
Movable Bearingeach4040000
Steel Protective Coatingsq. ft.527527000
Fixed Bearingeach9288040
Steel Protective Coatingsq. ft.111107220
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3,3763,376000
Steel Protective Coatingsq. ft.21,087015,8855,2020
Reinforced Concrete Bridge Raillinear ft.200200000
Masonry Bridge Raillinear ft.8080000