SR 0019 NB over SR 0376 EB-WB


+40.42482, -80.03070
40°25'29" N, 80°01'51" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 0019 NB over SR 0376 EB-WB
Structure number:000000000000524
Old structure number:020019023000000 (from 1992 edition)
Location:350'S.W.OF FT.PITT TUNNEL
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:67.9 ft. [20.7 m]
Total length:220.2 ft. [67.1 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:47.2 ft. [14.4 m]
Vertical clearance below bridge:25.3 ft. [7.7 m]
Skew angle:11°
Owner:State Highway Agency [01]
Year built:1953
Year reconstructed:2015
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:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,679 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:66.9 tons [60.8 metric tons]
Inventory rating:39.9 tons [36.3 metric tons]
Sufficiency rating:93.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$336,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201693.0GoodVery GoodGoodGood-10679
December 201494.5FairSatisfactoryGoodSatisfactory-10802
December 201294.6FairGoodGoodSatisfactoryFO8825
December 201094.6FairGoodGoodSatisfactoryFO8920
December 200893.3FairGoodGoodSatisfactoryFO10583
December 200693.3FairGoodGoodSatisfactoryFO10876
December 200474.3FairVery GoodGoodSatisfactoryFO10768
December 200264.1FairSatisfactorySatisfactoryFairFO10194
December 200062.9FairSatisfactorySatisfactoryFairFO10013
December 199861.9FairSatisfactorySatisfactoryFairFO10013
December 199693.7FairSatisfactorySatisfactorySatisfactoryFO8510
December 199485.5FairSatisfactorySatisfactorySatisfactoryFO8088
January 199385.6FairSatisfactorySatisfactorySatisfactoryFO7120
February 199185.6FairSatisfactorySatisfactorySatisfactoryFO6984