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CONSTITUTION BL over DILWORTH RUN

Map

Coordinates:
+40.81575, -80.46124
40°48'57" N, 80°27'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CONSTITUTION BL over DILWORTH RUN
Structure number:000000000003501
Old structure number:040051050006630 (from 1992 edition)
Location:1/4 MI.N.W.OF TWP.RD.625
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:25.9 ft. [7.9 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:86.0 ft. [26.2 m]
Deck width edge-to-edge:89.9 ft. [27.4 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1953
Year reconstructed:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,244 [as of 2016]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:92.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$110,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactorySatisfactorySatisfactory1124492.2
August 2015FairSatisfactorySatisfactorySatisfactory891895.4
August 2013FairSatisfactorySatisfactorySatisfactory902795.4
August 2011FairSatisfactorySatisfactoryFair445784.4
August 2009FairSatisfactorySatisfactoryFair485984.1
August 2007FairSatisfactorySatisfactoryFair981180.2
September 2006FairSatisfactorySatisfactoryFair1003480.1
September 2004PoorSatisfactorySatisfactoryPoor991662.5
September 2002PoorSatisfactorySatisfactoryPoor981863.6
September 2000FairSatisfactorySatisfactoryFair996582.1
September 1998FairSatisfactorySatisfactoryFair977082.2
September 1996FairSatisfactorySatisfactoryFair939182.4
September 1994FairFairFairFair820982.0
September 1992FairFairFairFair774282.3
September 1990FairSatisfactorySatisfactorySatisfactory1262898.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.248248000
Joints
Compression Jointlinear ft.248248000
Bearings
Fixed Bearingeach22000
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6060000
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Slabsq. ft.2,6272,6012600