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BUS RAMP W99 over 9TH AVE, DYER AVENUE &

Map

Coordinates:
+40.75802, -73.99461
40°45'29" N, 73°59'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BUS RAMP W99 over 9TH AVE, DYER AVENUE &
Structure number:000000005522400
Location:BT RAMP W99 AT LINCOLN TU
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:129.9 ft. [39.6 m]
Total length:1296.0 ft. [395.0 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Vertical clearance above deck:13.1 ft. [4.0 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:Local Toll Authority [32]
Year built:1950
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:39
Main spans design:Other [00]
Deck type:Not applicable [N]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,800 [as of 1988]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:57.2
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$25,426,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactorySatisfactorySatisfactory280057.2
August 2015FairSatisfactorySatisfactorySatisfactory280058.7
August 2013FairSatisfactorySatisfactorySatisfactory280058.6
August 2011FairSatisfactorySatisfactoryGood280058.6
August 2009FairSatisfactorySatisfactoryGood280058.6
October 2007FairSatisfactorySatisfactoryGood280058.6
August 2005FairSatisfactorySatisfactoryGood280058.6
November 2003FairSatisfactorySatisfactorySatisfactory280046.3
November 2001FairSatisfactorySatisfactorySatisfactory280057.4
August 1999FairSatisfactorySatisfactorySatisfactory280057.4
July 1997PoorFairFairPoor280032.0
September 1995PoorPoorPoorPoor280029.3
November 1993PoorPoorPoorPoor280027.6
September 1991PoorPoorSatisfactoryPoor280031.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.4,9014,3873511630
Steel Protective Coatingsq. ft.40,19032,0658,12500
Reinforced Concrete Girder/Beamlinear ft.2882631780
Steel Stringerlinear ft.5264656100
Steel Protective Coatingsq. ft.3,0112,42758400
Deck
Reinforced Concrete Decksq. ft.7,5367,45360230
Wearing Surfacessq. ft.22,45516,3436,089230
Superstructure
Steel Floor Beamlinear ft.1,9671,84612100
Steel Protective Coatingsq. ft.14,47810,6623,81600
Substructure
Steel Columneach38261200
Steel Protective Coatingsq. ft.12,74010,1922,54800
Reinforced Concrete Columneach40141790
Reinforced Concrete Abutmentlinear ft.3030000
Steel Pier Caplinear ft.7607312450
Steel Protective Coatingsq. ft.8,0016,3951,60600
Reinforced Concrete Pier Caplinear ft.27517875220
Joints
Compression Jointlinear ft.7500336313101
Bearings
Movable Bearingeach28313120
Steel Protective Coatingsq. ft.58042106
Fixed Bearingeach2301580
Steel Protective Coatingsq. ft.46028144
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2,0521,587447180
Steel Protective Coatingsq. ft.11,8409,6262,119950
Reinforced Concrete Bridge Raillinear ft.1641035290
Deck
Reinforced Concrete Slabsq. ft.1,46598247580
Wearing Surfacessq. ft.3,1682,0161,15020