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LINCOLN ROAD over NYCTA BRIGHTON LN

Map 

Coordinates:
+40.66069, -73.96196
40°39'38" N, 73°57'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LINCOLN ROAD over NYCTA BRIGHTON LN
Structure number:000000002243010
Location:IN KENSINGTON
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:81.7 ft. [24.9 m]
Total length:83.3 ft. [25.4 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:75.1 ft. [22.9 m]
Vertical clearance below bridge:13.5 ft. [4.1 m]
Owner:Other Local Agencies [25]
Year built:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
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 2014 

Status:Open, no restriction [A]
Average daily traffic:4,631 [as of 2013]
Truck traffic:3% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Operating rating:95.7 tons [87.0 metric tons]
Inventory rating:48.4 tons [44.0 metric tons]
Sufficiency rating:91.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$3,514,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201491.8Not deficientExcellentExcellentExcellent4631
July 201290.7Functionally obsoleteExcellentExcellentExcellent6133
December 201090.7Not deficientExcellentExcellentExcellent6133
September 200890.7Not deficientExcellentExcellentExcellent6133
July 200632.7Not deficientExcellentExcellentExcellent6133
March 200661.5Functionally obsolete-SatisfactoryFair6133
October 200461.5Functionally obsolete-SatisfactoryFair6133
October 200361.5Functionally obsolete-SatisfactoryFair6133
July 200260.5Functionally obsoleteFairSatisfactoryFair5919
September 200164.5Functionally obsoleteFairSatisfactoryFair5919
May 200064.5Functionally obsoleteFairSatisfactoryFair5919
September 199964.5Functionally obsoleteFairSatisfactoryFair5919
March 199830.6Structurally deficientPoorFairSerious5919
October 199730.6Structurally deficientPoorFairSerious5919
May 199629.2Structurally deficientPoorPoorSerious5919
November 199530.8Structurally deficientPoorPoorSerious3100
December 199430.8Structurally deficientPoorPoorSerious3100
August 199330.8Structurally deficientPoorPoorSerious3100
June 199230.8Structurally deficientPoorPoorSerious3100
October 199128.7Structurally deficientPoorPoorSerious3100