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SHADELAND AVENUE over WOODS RUN RD, LECKY WAY

Map 

Coordinates:
+40.47637, -80.03288
40°28'35" N, 80°01'58" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:SHADELAND AVENUE over WOODS RUN RD, LECKY WAY
Structure number:027301000030950
Location:301095 SHADELAND AVE
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:166.0 ft. [50.6 m]
Total length:772.0 ft. [235.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:43.6 ft. [13.3 m]
Vertical clearance below bridge:32.8 ft. [10.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1993
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:5
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]

2010 Inspection 

Status:Open, no restriction [A]
Average daily traffic:3,000 [as of 2003]
Truck traffic:17% 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:89.8 tons [81.6 metric tons]
Inventory rating:53.9 tons [49.0 metric tons]
Sufficiency rating:82.8

2000 Inspection 

Average daily traffic:4,000 [as of 1999]
Evaluation:Not applicable [N]

1992 Inspection 

Status:Bridge closed to all traffic [K]
Average daily traffic:4,800 [as of 1991]
Deck condition:Serious [3 out of 9]
Superstructure condition:Critical [2 out of 9]
Substructure condition:Poor [4 out of 9]
Scour condition:Scour calculation/evaluation has not been made. [6]
Evaluation:Structurally deficient [1]
Sufficiency rating:2.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$7,203,000