Share:

NOBLESTOWN ROAD over BR ROBINSON RUN

Map

Coordinates:
+40.41239, -80.16190
40°24'45" N, 80°09'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NOBLESTOWN ROAD over BR ROBINSON RUN
Structure number:000000000001775
Old structure number:023048010033190 (from 1992 edition)
Location:AT INTER./SR 3054
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:19.0 ft. [5.8 m]
Total length:21.0 ft. [6.4 m]
Roadway width between curbs:43.0 ft. [13.1 m]
Deck width edge-to-edge:48.6 ft. [14.8 m]
Owner:State Highway Agency [01]
Year built:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:1,520 [as of 2017]
Truck traffic:5% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition:Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:72.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$116,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2017Poor4 out of 10152072.5
February 2016Poor4 out of 10223872.2
February 2014PoorN out of 10226471.3
February 2012PoorN out of 10157069.5
February 2010PoorN out of 10139569.5
February 2008PoorN out of 10139569.5
February 2006PoorN out of 10140467.5
February 2004PoorN out of 10186667.3
February 2002PoorN out of 10164269.4
February 2000Fair6 out of 10164296.6
February 1998Fair6 out of 10261196.4
February 1996Fair6 out of 10110099.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Archlinear ft.1815030
Steel Protective Coatingsq. ft.10,75310,753000
Substructure
Reinforced Concrete Abutmentlinear ft.108108000