188TH STREET over RTE I495, 495I495IX5M141


+40.74092, -73.78679
40°44'27" N, 73°47'12" W
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:14.4 ft. [4.4 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 2016 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:13,949 [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]
Operating rating:74.8 tons [68.0 metric tons]
Inventory rating:43.9 tons [39.9 metric tons]
Sufficiency rating:47.4
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$13,797,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201647.4PoorFairPoorFairSD13949
November 201547.5PoorFairPoorFairSD12917
November 201462.0FairFairFairFairFO12592
November 201362.0FairFairFairFairFO12592
December 201247.5PoorFairPoorSatisfactorySD12592
November 201147.5PoorFairPoorSatisfactorySD12592
November 201047.5PoorFairPoorSatisfactorySD12592
December 200947.2PoorFairPoorSatisfactorySD15742
December 200847.2PoorFairPoorSatisfactorySD15742
November 200662.0FairFairFairSatisfactoryFO12592
September 200463.0FairFairFairSatisfactoryFO12592
September 200263.0FairFairFairSatisfactoryFO12592
August 200063.8FairFairFairSatisfactoryFO12592
October 199863.8FairFairFairSatisfactoryFO12592
December 199641.3PoorPoorPoorFairSD16406
November 199542.1PoorPoorPoorPoorSD16406
December 199440.9PoorPoorPoorFairSD22400
October 199340.9PoorPoorPoorFairSD22400
August 199240.9PoorPoorPoorPoorSD22400
October 199140.9PoorPoorPoorPoorSD22400