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RTE 907P over RAMP TO N.B HRD, Ramp fr

Map 

Coordinates:
+40.80413, -73.93103
40°48'15" N, 73°55'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 907P over RAMP TO N.B HRD, Ramp fr
Structure number:000000002233059
Location:3.6 MI NE JCT FDR & SH 25
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:123.7 ft. [37.7 m]
Total length:670.0 ft. [204.2 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:76.4 ft. [23.3 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:7
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:95,970 [as of 2011]
Truck traffic:2% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:83.1 tons [75.5 metric tons]
Inventory rating:14.4 tons [13.1 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:19.4
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$55,225,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201519.4Structurally deficientPoorPoorFair95970
June 201419.2Structurally deficientPoorPoorFair92890
July 201319.2Structurally deficientPoorPoorFair92890
July 201219.2Structurally deficientPoorPoorSatisfactory92890
June 201119.2Structurally deficientPoorPoorSatisfactory92890
August 201019.2Structurally deficientPoorPoorSatisfactory92890
September 200919.2Structurally deficientPoorPoorSatisfactory92890
September 200819.2Structurally deficientPoorPoorSatisfactory92890
June 200734.2Structurally deficientSeriousFairSatisfactory92890
May 200619.2Structurally deficientPoorPoorSatisfactory93502
April 200519.2Structurally deficientPoorPoorSatisfactory92890
March 200419.2Structurally deficientFairPoorSatisfactory92890
June 200319.2Structurally deficientFairPoorSatisfactory8500
October 200218.6Structurally deficientFairPoorSatisfactory8500
August 200024.5Structurally deficientFairPoorFair500
September 199839.5Structurally deficientPoorFairFair500
October 199723.0Structurally deficientPoorSeriousSerious500
October 199623.0Structurally deficientPoorSeriousSerious500
May 199522.0Structurally deficientPoorSeriousSerious500
July 199424.0Structurally deficientPoorSeriousSerious500
July 199324.0Structurally deficientPoorSeriousSerious500
July 199224.0Structurally deficientPoorSeriousSerious500
July 199124.0Structurally deficientPoorSeriousSerious500