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RTE 25 over RTE I678, RTE I678

Map 

Coordinates:
+40.71023, -73.82101
40°42'37" N, 73°49'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 25 over RTE I678, RTE I678
Structure number:000000001055739
Location:JCT I678 & SH 25
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:136.8 ft. [41.7 m]
Total length:244.8 ft. [74.6 m]
Roadway width between curbs:159.1 ft. [48.5 m]
Deck width edge-to-edge:180.1 ft. [54.9 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:67°
Owner:State Highway Agency [01]
Year built:1953
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: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:Bituminous [6]

Latest Available Inspection: July 2014 

Status:Open, no restriction [A]
Average daily traffic:30,805 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:49.0 tons [44.5 metric tons]
Inventory rating:23.0 tons [20.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:67.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$64,643,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201467.1Functionally obsoleteFairFairFair30805
August 201267.1Functionally obsoleteFairSatisfactoryFair30800
July 201067.2Functionally obsoleteFairSatisfactoryFair29607
May 200867.2Functionally obsoleteFairSatisfactoryFair29607
March 200667.1Functionally obsoleteFairSatisfactoryFair31127
March 200466.8Functionally obsoleteFairSatisfactoryFair35229
June 200280.0Functionally obsoleteFairSatisfactoryFair35229
March 200077.9Structurally deficientPoorSatisfactoryFair35229
March 199880.0Functionally obsoleteFairSatisfactoryFair35229
April 199658.5Structurally deficientPoorFairPoor35229
March 199459.6Structurally deficientPoorFairPoor35229
March 199261.8Structurally deficientFairFairPoor35229
May 199061.8Structurally deficientFairFairPoor35229