SHALER ST over TR 19 & 51


+40.43339, -80.02862
40°26'00" N, 80°01'43" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SHALER ST over TR 19 & 51
Structure number:000000000001885
Old structure number:023110001000000 (from 1992 edition)
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:MS 18 / HS 20 [5]
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]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:2,809 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:63.9 tons [58.1 metric tons]
Inventory rating:38.0 tons [34.5 metric tons]
Sufficiency rating:32.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201532.0PoorSeriousSeriousPoorSD2809
May 201332.0PoorSeriousSeriousPoorSD2840
May 201147.0PoorSeriousPoorPoorSD2931
May 200917.0PoorSeriousPoorFairSD3289
May 200747.0PoorSeriousPoorFairSD3289
May 200547.4PoorSeriousPoorFairSD128
May 200347.4PoorSeriousPoorFairSD125
May 200147.4PoorSeriousPoorFairSD121
May 199947.4PoorSeriousPoorPoorSD119
May 199754.4PoorSeriousPoorPoorSD115
May 199557.9PoorPoorPoorPoorSD110
May 199363.0PoorPoorPoorPoorSD106
May 199152.0PoorPoorFairPoorSD1000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Girder/Beamlinear ft.1,10623917130
Steel Protective Coatingsq. ft.32,25932,259000
Reinforced Concrete Decksq. ft.6,3093,9752,33400
Wearing Surfacessq. ft.3,9332,4781,45500
Reinforced Concrete Columneach63300
Reinforced Concrete Abutmentlinear ft.1055830170
Reinforced Concrete Pier Caplinear ft.82414100
Assembly without Seal Jointlinear ft.78039039
Other Jointlinear ft.7800078
Movable Bearingeach2107014
Steel Protective Coatingsq. ft.32,25932,259000
Fixed Bearingeach70007
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Other Material Bridge Raillinear ft.327132600