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RTE 908F over WEBSTER AVENUE

Map 

Coordinates:
+40.86922, -73.88038
40°52'09" N, 73°52'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 908F over WEBSTER AVENUE
Structure number:000000002230270
Location:JCT WEBSTER AV&MOSHOLU PY
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:106.0 ft. [32.3 m]
Total length:109.9 ft. [33.5 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:13°
Owner:City or Municipal Highway Agency [04]
Year built:1905
Year reconstructed:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span 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: May 2015 

Status:Open, no restriction [A]
Average daily traffic:27,240 [as of 2011]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:70.8 tons [64.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:85.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$276,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201585.0Functionally obsoleteSatisfactoryVery GoodSatisfactory27240
May 201385.0Functionally obsoleteSatisfactoryVery GoodSatisfactory27240
May 201185.0Functionally obsoleteSatisfactoryVery GoodSatisfactory25379
June 200985.0Functionally obsoleteSatisfactoryVery GoodSatisfactory30187
May 200785.0Functionally obsoleteSatisfactoryVery GoodGood30187
April 200585.0Functionally obsoleteSatisfactoryVery GoodGood25379
April 200385.0Functionally obsoleteGoodVery GoodGood25379
April 200185.0Functionally obsoleteGoodVery GoodGood25379
April 199985.0Not deficientSatisfactoryVery GoodVery Good25379
April 199785.3Not deficientGoodVery GoodVery Good25379
May 199587.0Not deficientFairVery GoodSatisfactory21000
May 199387.2Not deficientVery GoodVery GoodSatisfactory21000
September 199269.2Functionally obsoleteVery GoodVery GoodSatisfactory21000
November 199131.2Structurally deficientPoorSeriousFair21000