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SR 4012,SHADELAND over OVER CONNEAUT CREEK

Map

Coordinates:
+41.81598, -80.38754
41°48'58" N, 80°23'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 4012,SHADELAND over OVER CONNEAUT CREEK
Structure number:000000000041617
Old structure number:204012014000000 (from 1992 edition)
Location:SPRING TOWNSHIP
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:102.0 ft. [31.1 m]
Total length:103.0 ft. [31.4 m]
Roadway width between curbs:25.6 ft. [7.8 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Owner:State Highway Agency [01]
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]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:126 [as of 2017]
Truck traffic:11% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:96.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018GoodExcellentExcellentExcellent12696.4
September 2016GoodExcellentExcellentExcellent18396.4
September 2014GoodExcellentVery GoodExcellent18396.4
September 2012GoodExcellentVery GoodExcellent18796.4
September 2010GoodExcellentExcellentExcellent11895.4
September 2008GoodExcellentExcellentExcellent11897.4
September 2006GoodExcellentExcellentExcellent8299.0
September 2004GoodExcellentExcellentExcellent80100.0
September 2002GoodExcellentExcellentExcellent77100.0
September 2001PoorPoorSeriousFair7726.2
August 2000PoorPoorSeriousFair7726.2
September 1999PoorPoorSeriousFair19416.5
November 1998PoorPoorCriticalFair18916.6
August 1997PoorPoorCriticalFair18516.6
August 1996PoorFairSeriousFair18125.1
August 1995PoorFairSeriousFair17725.8
August 1994PoorFairSeriousFair17425.9
August 1993PoorFairSeriousFair17225.9
September 1992PoorFairSeriousFair17225.9
August 1991PoorFairSeriousFair16725.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.711711000
Substructure
Reinforced Concrete Abutmentlinear ft.7272000
Bearings
Elastomeric Bearingeach1414000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.206206000