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MALL-ENTRANCE&EXIT over LR 187-BUSINESS RT. 22

Map 

Coordinates:
+40.43421, -79.79459
40°26'03" N, 79°47'41" W
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:MALL-ENTRANCE&EXIT over LR 187-BUSINESS RT. 22
Structure number:028080050005750
Location:MONROEVILLE MALL OVERPASS
Purpose:Carries highway over highway
Route classification:Collector (Urban) [17]
Length of largest span:108.9 ft. [33.2 m]
Total length:167.0 ft. [50.9 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Owner:State Highway Agency [01]
Year built:1970
Year reconstructed:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

2010 Inspection 

Status:Open, no restriction [A]
Average daily traffic:43 [as of 2010]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Scour condition:Bridge not over waterway. [N]
Operating rating:61.8 tons [56.2 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Sufficiency rating:95.0
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:39 [as of 2000]
Truck traffic:7% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Scour condition:Bridge not over waterway. [N]
Operating rating:61.4 tons [55.8 metric tons]
Inventory rating:36.6 tons [33.3 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:53.5
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$686,000