188TH STREET over RTE 907M, RTE 907M


+40.72229, -73.77723
40°43'20" N, 73°46'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:188TH STREET over RTE 907M, RTE 907M
Structure number:000000001065100
Location:2.7 MI ENE JCT I678 & GCP
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:66.9 ft. [20.4 m]
Total length:192.9 ft. [58.8 m]
Roadway width between curbs:46.9 ft. [14.3 m]
Deck width edge-to-edge:73.2 ft. [22.3 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:11°
Owner:State Highway Agency [01]
Year built:1963
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:4
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:15,081 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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]
Inventory rating:68.9 tons [62.6 metric tons]
Sufficiency rating:74.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$15,825,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201674.0GoodVery GoodGoodExcellentFO15081
May 201561.8FairFairFairFairFO15078
May 201461.8FairFairFairFairFO15078
June 201361.7FairFairFairFairFO16400
June 201261.7FairFairFairFairFO16400
June 201161.6FairFairFairFairFO17097
July 201061.6FairFairFairFairFO17368
July 200961.6FairFairFairFairFO17368
May 200847.0PoorFairPoorFairSD17368
June 200746.7PoorFairPoorFairSD19708
April 200647.0PoorFairPoorFairSD17097
April 200547.0PoorFairPoorPoorSD17097
March 200447.0PoorFairPoorPoorSD17097
May 200261.6FairFairFairSatisfactoryFO17319
March 200061.6FairFairFairSatisfactoryFO17319
May 199861.6FairFairFairSatisfactoryFO17319
May 199638.4PoorPoorPoorPoorSD15870
April 199426.0PoorPoorPoorSeriousSD15870
June 199326.0PoorPoorFairSeriousSD15870
March 199226.0PoorPoorFairSeriousSD15870
May 199046.0PoorPoorPoorPoorSD15870