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Woodland Avenue over CSX Railroad

Map 

Coordinates:
+39.93033, -75.22766
39°55'49" N, 75°13'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:Woodland Avenue over CSX Railroad
Structure number:000000000039196
Old structure number:677301008005060 (from 1992 edition)
Location:At 60th Street - 36G03
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:113.9 ft. [34.7 m]
Total length:113.9 ft. [34.7 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:73.8 ft. [22.5 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:66°
Owner:City or Municipal Highway Agency [04]
Year built:1994
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel [3]
Main span design:Other [00]
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:9,325 [as of 1992]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:75.8 tons [68.9 metric tons]
Inventory rating:41.9 tons [38.1 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:91.6
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201491.6Functionally obsoleteVery GoodVery GoodVery Good9325
April 201291.6Functionally obsoleteVery GoodVery GoodVery Good9325
April 201091.6Functionally obsoleteVery GoodVery GoodVery Good9325
April 200891.6Functionally obsoleteVery GoodVery GoodVery Good9325
April 200691.6Functionally obsoleteVery GoodVery GoodVery Good9325
April 200491.6Functionally obsoleteVery GoodVery GoodVery Good9325
April 200295.7Not deficientVery GoodVery GoodVery Good9325
April 200095.7Not deficientVery GoodVery GoodVery Good9325
April 199895.7Not deficientVery GoodVery GoodVery Good9325
April 199694.7Not deficientVery GoodVery GoodVery Good8900
April 199429.6Structurally deficientPoorPoorSerious8900
April 199229.6Structurally deficientPoorPoorSerious8900
April 199029.6Structurally deficientPoorPoorSerious8900