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SMITHFIELD ST over MONONGAHELA RIVER,CSX RR

Map 

Coordinates:
+40.43373, -80.00289
40°26'01" N, 80°00'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SMITHFIELD ST over MONONGAHELA RIVER,CSX RR
Structure number:000000000001742
Old structure number:023027002000000 (from 1992 edition)
Location:SMITHFIELD ST.BRIDGE
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:359.9 ft. [109.7 m]
Total length:1176.9 ft. [358.7 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:46.3 ft. [14.1 m]
Vertical clearance above deck:17.1 ft. [5.2 m]
Vertical clearance below bridge:430.1 ft. [131.1 m]
Owner:State Highway Agency [01]
Year built:1883
Year reconstructed:1994
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: July 2015 

Status:Posted for load [P]
Average daily traffic:13,100 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:28.9 tons [26.3 metric tons]
Inventory rating:22.0 tons [20.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:44.5
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$6,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201544.5Functionally obsoleteFairFairFair13100
July 201444.6Functionally obsoleteFairFairFair12684
July 201349.4Functionally obsoleteFairFairFair5355
July 201249.4Functionally obsoleteFairFairFair5438
July 201149.4Functionally obsoleteFairFairFair5438
July 201049.3Functionally obsoleteFairFairFair5497
July 200949.9Functionally obsoleteSatisfactoryFairFair6401
July 200849.9Functionally obsoleteSatisfactoryFairFair6401
July 200745.9Functionally obsoleteSatisfactoryFairFair12802
July 200646.0Functionally obsoleteSatisfactoryFairFair12598
July 200545.6Functionally obsoleteSatisfactoryFairFair12598
July 200441.6Functionally obsoleteSatisfactoryFairFair19078
July 200341.7Functionally obsoleteSatisfactoryFairFair18926
April 200241.9Not deficientSatisfactoryFairFair18592
July 200142.1Not deficientSatisfactoryFairFair18262
July 200049.3Not deficientSatisfactoryFairFair18262
20000.0Not applicable---111
July 199846.3Not deficientGoodFairFair14646
August 199746.4Not deficientGoodFairFair14387
July 199646.6Not deficientGoodFairFair14132
January 19968.2Structurally deficientSeriousSeriousFair13690
November 19948.2Structurally deficientSeriousSeriousFair13474
November 19932.0Structurally deficientSeriousSeriousFair13262
November 19922.0Structurally deficientSeriousSeriousFair13262
November 19912.0Structurally deficientSeriousSeriousFair13181