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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 (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:WOODLAND AVENUE over CSX RAILROAD
Structure number:677301008005060
Location:AT 60TH STRRET 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]

2010 Inspection 

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]
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

2000 Inspection 

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]
Scour condition:Bridge not over waterway. [N]
Operating rating:75.2 tons [68.4 metric tons]
Inventory rating:41.6 tons [37.8 metric tons]
Sufficiency rating:95.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,101,000

1992 Inspection 

Status:Posted for load [P]
Average daily traffic:8,900 [as of 1977]
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Serious [3 out of 9]
Operating rating:43.6 tons [39.6 metric tons]
Inventory rating:24.8 tons [22.5 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:29.6
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,899,000