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: November 2015 

Status:Open, no restriction [A]
Average daily traffic:12,917 [as of 2011]
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]
Evaluation:Structurally deficient [1]
Sufficiency rating:47.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$11,557,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201547.5Structurally deficientFairPoorFair12917
November 201462.0Functionally obsoleteFairFairFair12592
November 201362.0Functionally obsoleteFairFairFair12592
December 201247.5Structurally deficientFairPoorSatisfactory12592
November 201147.5Structurally deficientFairPoorSatisfactory12592
November 201047.5Structurally deficientFairPoorSatisfactory12592
December 200947.2Structurally deficientFairPoorSatisfactory15742
December 200847.2Structurally deficientFairPoorSatisfactory15742
November 200662.0Functionally obsoleteFairFairSatisfactory12592
September 200463.0Functionally obsoleteFairFairSatisfactory12592
September 200263.0Functionally obsoleteFairFairSatisfactory12592
August 200063.8Functionally obsoleteFairFairSatisfactory12592
October 199863.8Functionally obsoleteFairFairSatisfactory12592
December 199641.3Structurally deficientPoorPoorFair16406
November 199542.1Structurally deficientPoorPoorPoor16406
December 199440.9Structurally deficientPoorPoorFair22400
October 199340.9Structurally deficientPoorPoorFair22400
August 199240.9Structurally deficientPoorPoorPoor22400
October 199140.9Structurally deficientPoorPoorPoor22400