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SR 322-US 322 over SR 4001 AND TEA CREEK

Map

Coordinates:
+40.34167, -77.60833
40°20'30" N, 77°36'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 322-US 322 over SR 4001 AND TEA CREEK
Structure number:000000000040307
Old structure number:440322017200000 (from 1992 edition)
Location:1 MI N REEDSVILLE
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:123.0 ft. [37.5 m]
Total length:439.0 ft. [133.8 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1998
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:4
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,300 [as of 2016]
Truck traffic:13% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:93.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016GoodGoodGoodVery Good930093.8
October 2014GoodGoodGoodVery Good744196.2
October 2012GoodGoodGoodVery Good676696.4
October 2010GoodGoodVery GoodVery Good684696.4
November 2009GoodGoodVery GoodVery Good645496.5
November 2007GoodGoodVery GoodVery Good534396.7
June 2006GoodVery GoodVery GoodVery Good630296.5
July 2004GoodVery GoodVery GoodVery Good754296.2
July 2002GoodVery GoodVery GoodVery Good629794.5
July 2000GoodVery GoodVery GoodVery Good667294.4
January 1999GoodVery GoodVery GoodVery Good657894.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,7081,708000
Deck
Reinforced Concrete Decksq. ft.19,11819,118000
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.116116000
Reinforced Concrete Pier Caplinear ft.126126000
Joints
Strip Seal Jointlinear ft.8888000
Bearings
Elastomeric Bearingeach3232000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.879879000