Share:

SR 0191 TR 191 over LITTLE EQUINUNK CREEK

Map

Coordinates:
+41.75238, -75.18615
41°45'09" N, 75°11'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 0191 TR 191 over LITTLE EQUINUNK CREEK
Structure number:000000000035473
Old structure number:630191084000000 (from 1992 edition)
Location:DAMASCUS TP 1.2M N SR1025
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:32.2 ft. [9.8 m]
Total length:34.1 ft. [10.4 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1932
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:1,678 [as of 2016]
Truck traffic:12% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:49.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$319,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017PoorSatisfactorySatisfactoryPoor167849.5
May 2015PoorSatisfactorySatisfactoryPoor187249.2
May 2013PoorSatisfactorySatisfactoryPoor186449.2
May 2011FairSatisfactorySatisfactoryFair170559.2
May 2009FairSatisfactoryFairFair167459.3
May 2007FairSatisfactoryFairFair161959.3
May 2005FairSatisfactoryFairFair164057.7
May 2003FairSatisfactoryFairFair163758.7
June 2001FairSatisfactoryFairFair159755.7
July 1999FairSatisfactoryFairFair129756.2
December 1997FairSatisfactoryFairFair140756.0
March 1996FairSatisfactoryFairFair137156.1
April 1994FairSatisfactoryFairFair151361.8
June 1992FairSatisfactoryFairFair148661.9
October 1990FairSatisfactoryFairFair143762.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1921077960
Deck
Reinforced Concrete Decksq. ft.8848315300
Wearing Surfacessq. ft.7827433900
Substructure
Reinforced Concrete Abutmentlinear ft.125116900
Bearings
Movable Bearingeach66000
Steel Protective Coatingsq. ft.10,75310,753000
Fixed Bearingeach66000
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.6860800