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29TH STREET over AMTRAK N.E.C.

Map 

Coordinates:
+39.95667, -75.18000
39°57'24" N, 75°10'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:29TH STREET over AMTRAK N.E.C.
Structure number:000000000038961
Old structure number:673011004014960 (from 1992 edition)
Location:GLENWOOD & SEDGLEY3590A03
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:134.8 ft. [41.1 m]
Total length:144.0 ft. [43.9 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Vertical clearance below bridge:18.7 ft. [5.7 m]
Skew angle:50°
Owner:State Highway Agency [01]
Year built:2004
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel [3]
Main span 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: December 2014 

Status:Open, no restriction [A]
Average daily traffic:4,845 [as of 2015]
Truck traffic:5% 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:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:107.8 tons [98.0 metric tons]
Inventory rating:64.9 tons [59.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:94.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$4,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201494.8Functionally obsoleteGoodVery GoodGood4845
January 201394.8Functionally obsoleteGoodVery GoodGood4912
February 201193.7Not deficientGoodVery GoodGood5287
February 200993.7Not deficientVery GoodVery GoodGood5289
February 200793.7Not deficientVery GoodVery GoodVery Good5215