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188TH STREET over RTE I495, 495I495IX5M141

Map

Coordinates:
+40.74079, -73.78673
40°44'27" N, 73°47'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:188TH STREET over RTE I495, 495I495IX5M141
Structure number:000000001055199
Location:2.8 MI E I495+RTE 678
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:52.8 ft. [16.1 m]
Total length:107.9 ft. [32.9 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:96.1 ft. [29.3 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1958
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: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:Poor
Status:Open, no restriction [A]
Average daily traffic:13,855 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Fair [5 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: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:47.4
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$10,294,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017PoorFairPoorFair1385547.4
October 2016PoorFairPoorFair1394947.4
November 2015PoorFairPoorFair1291747.5
November 2014FairFairFairFair1259262.0
November 2013FairFairFairFair1259262.0
December 2012PoorFairPoorSatisfactory1259247.5
November 2011PoorFairPoorSatisfactory1259247.5
November 2010PoorFairPoorSatisfactory1259247.5
December 2009PoorFairPoorSatisfactory1574247.2
December 2008PoorFairPoorSatisfactory1574247.2
November 2006FairFairFairSatisfactory1259262.0
September 2004FairFairFairSatisfactory1259263.0
September 2002FairFairFairSatisfactory1259263.0
August 2000FairFairFairSatisfactory1259263.8
October 1998FairFairFairSatisfactory1259263.8
December 1996PoorPoorPoorFair1640641.3
November 1995PoorPoorPoorPoor1640642.1
December 1994PoorPoorPoorFair2240040.9
October 1993PoorPoorPoorFair2240040.9
August 1992PoorPoorPoorPoor2240040.9
October 1991PoorPoorPoorPoor2240040.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,71283142840053
Steel Protective Coatingsq. ft.11,6003209,5401,7400
Deck
Reinforced Concrete Decksq. ft.10,17609,9542220
Wearing Surfacessq. ft.6,3606,18018000
Substructure
Reinforced Concrete Pier Walllinear ft.9600960
Reinforced Concrete Abutmentlinear ft.192001920
Joints
Pourable Jointlinear ft.9609600
Compression Jointlinear ft.1921444800
Bearings
Elastomeric Bearingeach64402400
Steel Protective Coatingsq. ft.128128000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.212021200
Steel Protective Coatingsq. ft.790079000