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RTE 907L over RTE 907L, Ent to UN Plaz

Map 

Coordinates:
+40.75181, -73.96506
40°45'07" N, 73°57'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 907L over RTE 907L, Ent to UN Plaz
Structure number:000000002266630
Location:EAST 48TH ST & FDR DRIVE
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:119.8 ft. [36.5 m]
Total length:438.0 ft. [133.5 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:23.0 ft. [7.0 m]
Vertical clearance below bridge:10.5 ft. [3.2 m]
Owner:State Highway Agency [01]
Year built:1998
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:4
Main spans material:Steel continuous [4]
Main spans design:Box beam or girders - Multiple [05]
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: November 2014 

Status:Open, no restriction [A]
Average daily traffic:6,319 [as of 2011]
Truck traffic:4% 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:Meets minimum tolerable limits to be left in place as is [4]
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:98.7 tons [89.7 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:93.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$83,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201493.7Functionally obsoleteVery GoodExcellentVery Good6319
November 201293.7Functionally obsoleteVery GoodExcellentVery Good6760
November 201093.7Functionally obsoleteVery GoodExcellentVery Good6760
November 200893.7Functionally obsoleteVery GoodExcellentVery Good6760
June 200693.7Not deficientVery GoodExcellentVery Good6760
July 200493.7Not deficientVery GoodExcellentVery Good6760
November 200293.7Not deficientExcellentExcellentVery Good6760
November 200093.7Not deficientExcellentExcellentExcellent6760
December 199893.7Not deficientExcellentExcellentExcellent6760
19990.0Not deficient---60000
August 19975.0Structurally deficientSeriousSeriousPoor6000
August 19962.0Structurally deficientSeriousSeriousSerious6000
May 19952.0Structurally deficientSeriousSeriousPoor6000
August 19942.0Structurally deficientSeriousSeriousPoor6000
July 19932.0Structurally deficientSeriousSeriousPoor6000
October 19922.0Structurally deficientSerious--6000
July 19912.0Structurally deficientSerious--6000