+41.61393, -76.04681
41°36'50" N, 76°02'49" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 0267 TR 267 over MESHOPPEN CREEK
Structure number:000000000037162
Old structure number:650267001001810 (from 1992 edition)
Location:MESHOPPEN BO 181' N TR 6
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:144.0 ft. [43.9 m]
Total length:213.9 ft. [65.2 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Vertical clearance above deck:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1934
Year reconstructed:1986
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:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Poor
Status:Posted for other load-capacity restriction [R]
Average daily traffic:1,723 [as of 2018]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 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 replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:43.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,845,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018PoorSatisfactoryPoorFair172343.4
September 2017PoorSatisfactoryPoorFair170543.5
May 2016PoorSatisfactoryPoorFair170535.9
May 2015FairSatisfactoryFairFair170544.3
May 2014FairSatisfactoryFairFair230443.9
May 2013FairSatisfactoryFairFair257154.5
May 2012FairSatisfactoryFairFair258554.3
May 2011FairSatisfactoryFairFair258554.5
May 2010FairSatisfactoryFairFair218554.6
June 2008FairSatisfactoryFairFair218554.6
June 2007FairSatisfactoryFairFair208154.6
May 2006FairSatisfactoryFairSatisfactory204754.6
May 2005FairSatisfactoryFairSatisfactory204754.4
June 2004FairSatisfactoryFairSatisfactory216957.4
June 2003FairSatisfactoryFairSatisfactory214846.8
February 2002FairSatisfactoryFairSatisfactory209146.8
December 2000FairSatisfactoryFairSatisfactory209146.8
October 1999FairSatisfactoryFairSatisfactory209146.8
July 1998FairSatisfactoryFairSatisfactory240057.3
September 1996FairSatisfactoryFairSatisfactory230756.3
December 1994FairFairFairSatisfactory224055.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.50438250720
Steel Stringerlinear ft.8648481600
Steel Protective Coatingsq. ft.10,75310,753000
Reinforced Concrete Decksq. ft.6,4306,3666400
Wearing Surfacessq. ft.1,4881,488000
Steel Trusslinear ft.2882642400
Steel Protective Coatingsq. ft.10,75310,753000
Steel Floor Beamlinear ft.2162001600
Steel Protective Coatingsq. ft.10,75310,753000
Reinforced Concrete Pier Walllinear ft.90780120
Reinforced Concrete Abutmentlinear ft.8278400
Strip Seal Jointlinear ft.6666000
Movable Bearingeach1818000
Steel Protective Coatingsq. ft.32,25932,259000
Fixed Bearingeach1818000
Steel Protective Coatingsq. ft.32,25932,259000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.429429000