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SR 0171 TR 171 over ABONDONED LACA&D&H RR

Map

Coordinates:
+41.59410, -75.48414
41°35'39" N, 75°29'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 0171 TR 171 over ABONDONED LACA&D&H RR
Structure number:000000000020541
Old structure number:350171003006640 (from 1992 edition)
Location:FELL TWP JCT SR 1003
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:83.0 ft. [25.3 m]
Total length:464.9 ft. [141.7 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:32°
Owner:State Highway Agency [01]
Year built: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:6
Main spans material:Prestressed concrete [5]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,539 [as of 2015]
Truck traffic:6% 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: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:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:75.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$572,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016FairSatisfactorySatisfactorySatisfactory753975.2
July 2014FairSatisfactorySatisfactorySatisfactory651775.6
July 2012FairSatisfactoryFairFair659164.0
July 2010FairSatisfactoryFairFair658563.0
July 2008FairSatisfactoryFairFair636263.1
July 2006FairSatisfactorySatisfactoryFair707162.8
July 2004FairSatisfactorySatisfactoryFair698763.7
July 2002FairSatisfactoryFairFair581666.7
August 2000FairSatisfactorySatisfactorySatisfactory561778.7
October 1998FairSatisfactoryGoodSatisfactory561778.7
February 1997FairSatisfactoryGoodSatisfactory777777.1
May 1995FairSatisfactoryGoodSatisfactory758777.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.2,6992,690900
Deck
Reinforced Concrete Decksq. ft.14,86914,36350600
Substructure
Reinforced Concrete Columneach42200
Reinforced Concrete Pier Walllinear ft.5151000
Reinforced Concrete Abutmentlinear ft.116116000
Reinforced Concrete Pier Caplinear ft.179179000
Joints
Strip Seal Jointlinear ft.150150000
Pourable Jointlinear ft.7070000
Bearings
Elastomeric Bearingeach5252000
Bridge Rail
Other Material Bridge Raillinear ft.929929000