RAMP907PXMR07B1 over RTE 907P, RAMP TO US1


+40.84412, -73.93138
40°50'39" N, 73°55'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:RAMP907PXMR07B1 over RTE 907P, RAMP TO US1
Structure number:000000002267240
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:55.8 ft. [17.0 m]
Total length:2079.8 ft. [633.9 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:57.1 ft. [17.4 m]
Vertical clearance above deck:15.7 ft. [4.8 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:99°
Owner:City or Municipal Highway Agency [04]
Year built:1939
Year reconstructed:1960
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:55
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Truck traffic:10% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Operating rating:54.2 tons [49.3 metric tons]
Inventory rating:14.7 tons [13.4 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:26.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$111,133,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201526.1Structurally deficientSeriousPoorPoor-
October 201416.1Structurally deficientSeriousPoorPoor10000
September 201316.1Structurally deficientSeriousPoorPoor10000
October 201216.1Structurally deficientSeriousPoorPoor10000
September 201120.1Structurally deficientSeriousPoorPoor10000
September 201020.1Structurally deficientSeriousPoorPoor10000
October 200920.1Structurally deficientSeriousPoorPoor10000
December 200817.0Structurally deficientSeriousPoorSerious10000
December 200717.0Structurally deficientSeriousPoorSerious10000
November 200617.0Structurally deficientSeriousPoorSerious10000
October 200517.0Structurally deficientSeriousPoorSerious10000
October 200417.0Structurally deficientSeriousPoorSerious10000
September 200317.0Structurally deficientSeriousPoorSerious10000
November 200217.0Structurally deficientSeriousPoorSerious10000
October 200135.5Structurally deficientPoorFairFair10000
November 200020.5Structurally deficientPoorFairPoor10000
November 199920.5Structurally deficientPoorFairPoor10000
December 199820.5Structurally deficientPoorFairPoor10000
December 199717.0Structurally deficientSeriousSeriousSerious10000
October 199617.0Structurally deficientSeriousSeriousSerious10000
July 199517.0Structurally deficientSeriousSeriousSerious10000
September 199417.0Structurally deficientSeriousSeriousSerious10000
September 199317.0Structurally deficientSeriousSeriousSerious10000
August 199217.0Structurally deficientSeriousSeriousSerious10000
August 199117.0Structurally deficientSeriousSeriousSerious10000