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PENN LINCOLN PKWY over BANKSVILLE RD. S.B.

Map 

Coordinates:
+40.42926, -80.02933
40°25'45" N, 80°01'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PENN LINCOLN PKWY over BANKSVILLE RD. S.B.
Structure number:000000000000999
Old structure number:020279004405730 (from 1992 edition)
Location:@ INT W/ SR 0019
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:80.1 ft. [24.4 m]
Total length:185.0 ft. [56.4 m]
Roadway width between curbs:84.0 ft. [25.6 m]
Deck width edge-to-edge:87.6 ft. [26.7 m]
Vertical clearance below bridge:13.8 ft. [4.2 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1953
Year reconstructed:1976
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:Latex Concrete or similar additive [3]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:45,432 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Good [7 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:89.8 tons [81.6 metric tons]
Inventory rating:53.9 tons [49.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:81.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201581.0Functionally obsoleteGoodGoodGood45432
October 201369.0Functionally obsoleteGoodFairFair47909
October 201169.4Functionally obsoleteGoodFairFair25485
October 200968.0Functionally obsoleteGoodFairFair64017
October 200769.0Functionally obsoleteGoodFairFair132556
October 200569.0Functionally obsoleteGoodFairFair121190
October 200369.0Functionally obsoleteSatisfactoryFairFair106603
October 200170.0Functionally obsoleteSatisfactoryFairFair105698
October 199970.0Functionally obsoleteSatisfactoryFairFair104557
October 199770.0Functionally obsoleteSatisfactorySatisfactoryFair103517
October 199570.0Functionally obsoleteSatisfactorySatisfactoryFair92448
October 199366.9Functionally obsoleteSatisfactoryFairFair84850
October 199166.9Functionally obsoleteSatisfactoryFairFair84850