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EVERITTS ROAD over BRANCH OF NESHANIC RIVER

Map

Coordinates:
+40.45878, -74.86711
40°27'32" N, 74°52'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EVERITTS ROAD over BRANCH OF NESHANIC RIVER
Structure number:10XX0Q1
Location:0.4 MI WEST OF RT 202-31
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:35.1 ft. [10.7 m]
Total length:76.1 ft. [23.2 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Skew angle:23°
Owner:County Highway Agency [02]
Year built:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:740 [as of 2017]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:99.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017GoodGoodVery GoodGood74099.8
May 2015GoodGoodVery GoodGood73099.8
May 2013GoodGoodVery GoodGood72099.8
June 2011GoodGoodVery GoodGood70599.8
June 2009GoodGoodVery GoodGood29299.9
June 2007GoodGoodVery GoodGood28099.9
June 2005GoodGoodVery GoodGood28099.9
April 2003PoorSeriousPoorPoor27022.6
February 2001PoorSeriousPoorPoor27022.6
January 1999PoorFairPoorFair25526.8
November 1998PoorFairPoorFair26026.8
November 1996PoorSatisfactoryPoorFair25027.9
August 1994PoorSatisfactoryPoorPoor24028.0
April 1992PoorSatisfactoryPoorPoor24028.0
April 1990PoorSatisfactoryPoorPoor24028.0

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.584584000
Deck
Reinforced Concrete Decksq. ft.2,4922,24025200
Substructure
Reinforced Concrete Pier Walllinear ft.4240200
Concrete Protective Coatingsq. ft.210210000
Reinforced Concrete Abutmentlinear ft.8377600
Joints
Pourable Jointlinear ft.7207200
Bearings
Elastomeric Bearingeach3232000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1621501200
Steel Protective Coatingsq. ft.810810000