Share:

SHALER ST over TR 19 & 51

Map 

Coordinates:
+40.43339, -80.02862
40°26'00" N, 80°01'43" W
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:SHALER ST over TR 19 & 51
Structure number:023110001000000
Location:1/4 MI. N.W. OF SR 0279
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:60.0 ft. [18.3 m]
Total length:164.1 ft. [50.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:39.0 ft. [11.9 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1949
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 continuous [4]
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:3,289 [as of 2010]
Truck traffic:5% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Scour condition:Bridge not over waterway. [N]
Operating rating:18.9 tons [17.2 metric tons]
Inventory rating:11.0 tons [10.0 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:17.0
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:119 [as of 2000]
Truck traffic:5% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Scour condition:Bridge not over waterway. [N]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:28.7 tons [26.1 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:47.4
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,011,000