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RAMP A OFF RAMP over LEFEVRE STR. AND CONRAIL

Map 

Coordinates:
+40.02333, -75.07667
40°01'24" N, 75°04'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RAMP A OFF RAMP over LEFEVRE STR. AND CONRAIL
Structure number:000000000039395
Old structure number:678019002005330 (from 1992 edition)
Location:ARAMINGO AVE.EXIT 3481H10
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:101.1 ft. [30.8 m]
Total length:245.1 ft. [74.7 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:32.5 ft. [9.9 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1966
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2013 

Status:Open, no restriction [A]
Average daily traffic:13,173 [as of 2014]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 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:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:66.8 tons [60.7 metric tons]
Inventory rating:39.8 tons [36.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:59.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201359.3Functionally obsoleteFairSatisfactoryFair13173
September 201161.8Functionally obsoleteSatisfactorySatisfactoryFair11370
September 200984.9Functionally obsoleteSatisfactorySatisfactoryFair134
September 200783.9Functionally obsoleteSatisfactorySatisfactoryFair133
September 200581.9Functionally obsoleteSatisfactorySatisfactoryFair130
September 200380.9Functionally obsoleteSatisfactorySatisfactoryFair126
October 200184.9Not deficientSatisfactorySatisfactoryFair120
February 199984.9Not deficientSatisfactoryGoodFair118
December 199695.9Not deficientGoodGoodSatisfactory112
January 199590.9Functionally obsoleteGoodGoodSatisfactory106