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RAMP F 3591G01 over ARAMINGO AVE/CONRAIL

Map 

Coordinates:
+40.00000, -75.08333
40°00'00" N, 75°04'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RAMP F 3591G01 over ARAMINGO AVE/CONRAIL
Structure number:000000000040490
Old structure number:678017050012000 (from 1992 edition)
Location:(BRI) RAMP F 3591G01
Purpose:Carries highway overpass over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:181.1 ft. [55.2 m]
Total length:813.0 ft. [247.8 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:6
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 2014 

Status:Open, no restriction [A]
Average daily traffic:8,870 [as of 2014]
Truck traffic:25% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 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]
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:77.8 tons [70.7 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Sufficiency rating:97.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201497.6Not deficientGoodVery GoodGood8870
October 201297.4Not deficientGoodVery GoodVery Good12088
October 201097.5Not deficientGoodVery GoodVery Good10626
October 200897.4Not deficientGoodVery GoodVery Good12867
October 200697.4Not deficientGoodVery GoodVery Good12602