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INTERSTATE 95 S.B. over AMTRAK

Map 

Coordinates:
+40.04293, -75.00348
40°02'35" N, 75°00'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:INTERSTATE 95 S.B. over AMTRAK
Structure number:000000000038651
Old structure number:670095031503310 (from 1992 edition)
Location:NR.ASHBURNER STR. 3482K04
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:185.0 ft. [56.4 m]
Total length:446.9 ft. [136.2 m]
Roadway width between curbs:70.2 ft. [21.4 m]
Deck width edge-to-edge:73.2 ft. [22.3 m]
Vertical clearance below bridge:23.6 ft. [7.2 m]
Skew angle:64°
Owner:State Highway Agency [01]
Year built:1965
Year reconstructed:2002
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:3
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: April 2014 

Status:Open, no restriction [A]
Average daily traffic:90,477 [as of 2014]
Truck traffic:6% 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:Better than present minimum criteria [7]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:90.8 tons [82.5 metric tons]
Inventory rating:53.8 tons [48.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:81.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201481.0Functionally obsoleteGoodVery GoodGood90477
April 201281.0Functionally obsoleteGoodVery GoodGood60394
May 201079.0Not deficientGoodVery GoodGood57892
May 200879.0Functionally obsoleteGoodVery GoodGood61922
May 200679.0Functionally obsoleteGoodExcellentGood83236
March 200451.0Structurally deficientPoorPoorSatisfactory78154
February 200251.0Structurally deficientPoorPoorSatisfactory73673
August 199967.0Structurally deficientPoorFairSatisfactory72979
August 199767.0Structurally deficientPoorFairSatisfactory71338