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RTE 907C over TERRAIN

Map 

Coordinates:
+40.64052, -74.02252
40°38'26" N, 74°01'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 907C over TERRAIN
Structure number:00000000223123A
Location:1.5 MI NE 86ST &SHORE PKY
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:60.7 ft. [18.5 m]
Total length:299.9 ft. [91.4 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:23.6 ft. [7.2 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1963
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2014 

Status:Open, no restriction [A]
Average daily traffic:24,719 [as of 2001]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:96.8 tons [88.0 metric tons]
Inventory rating:57.9 tons [52.6 metric tons]
Sufficiency rating:93.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$858,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201493.0Not deficientGoodGoodVery Good24719
July 201293.0Not deficientGoodGoodVery Good24719
September 201095.0Not deficientGoodGoodVery Good24719
August 200995.0Not deficientGoodGoodVery Good24719
October 200895.0Not deficientGoodGoodVery Good24719
March 200695.0Not deficientGoodGoodVery Good24719
March 200495.0Not deficientGoodGoodVery Good24719
April 200295.0Not deficientGoodGoodVery Good24719
January 200093.7Not deficientGoodGoodVery Good7000
January 199884.0Not deficientSatisfactoryFairFair7000
March 199665.0Structurally deficientPoorPoorPoor7000
April 199566.0Structurally deficientPoorPoorPoor7000
August 199465.7Structurally deficientPoorPoorPoor7000
May 199365.7Structurally deficientPoorPoorPoor7000
January 199265.7Structurally deficientPoorFairPoor7000
May 199065.7Structurally deficientPoorFairPoor7000