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RTE 25A over RTE 907A, RTE 907A

Map 

Coordinates:
+40.76225, -73.75708
40°45'44" N, 73°45'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 25A over RTE 907A, RTE 907A
Structure number:000000002231870
Location:2.7MI SE I78+CRSS ISL PKY
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:48.9 ft. [14.9 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:70.9 ft. [21.6 m]
Deck width edge-to-edge:92.2 ft. [28.1 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:26°
Owner:City or Municipal Highway Agency [04]
Year built:1939
Year reconstructed:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Steel continuous [4]
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: June 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:32,722 [as of 2016]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 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 minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Inventory rating:91.9 tons [83.5 metric tons]
Sufficiency rating:69.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$5,291,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201669.7GoodGoodVery GoodGoodFO32722
July 201469.6GoodVery GoodExcellentVery GoodFO33210
August 201269.7GoodVery GoodExcellentVery GoodFO32500
September 201069.7GoodVery GoodExcellentVery GoodFO32510
September 200869.4GoodVery GoodExcellentVery GoodFO34106
October 200669.5GoodExcellentExcellentVery Good-33856
August 200468.3GoodExcellentExcellentExcellent-40215
September 200267.8GoodExcellentExcellentExcellent-42500
December 200065.8GoodExcellentExcellentExcellent-42500
March 199828.1PoorPoorFairPoorSD42500
April 199631.9PoorPoorFairPoorSD42500
March 199423.0PoorPoorFairPoorSD42500
May 199223.0PoorPoorPoorPoorSD42500
September 199019.0PoorPoorPoorPoorSD42500