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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: July 2014 

Status:Open, no restriction [A]
Average daily traffic:33,210 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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]
Operating rating:106.7 tons [97.0 metric tons]
Inventory rating:59.4 tons [54.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:69.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$557,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201469.6Functionally obsoleteVery GoodExcellentVery Good33210
August 201269.7Functionally obsoleteVery GoodExcellentVery Good32500
September 201069.7Functionally obsoleteVery GoodExcellentVery Good32510
September 200869.4Functionally obsoleteVery GoodExcellentVery Good34106
October 200669.5Not deficientExcellentExcellentVery Good33856
August 200468.3Not deficientExcellentExcellentExcellent40215
September 200267.8Not deficientExcellentExcellentExcellent42500
December 200065.8Not deficientExcellentExcellentExcellent42500
March 199828.1Structurally deficientPoorFairPoor42500
April 199631.9Structurally deficientPoorFairPoor42500
March 199423.0Structurally deficientPoorFairPoor42500
May 199223.0Structurally deficientPoorPoorPoor42500
September 199019.0Structurally deficientPoorPoorPoor42500