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SR 3014 over CHEST CREEK

Map

Coordinates:
+40.79341, -78.67330
40°47'36" N, 78°40'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 3014 over CHEST CREEK
Structure number:000000000011820
Old structure number:173014012023160 (from 1992 edition)
Location:WAUKESHA
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:86.9 ft. [26.5 m]
Total length:87.9 ft. [26.8 m]
Roadway width between curbs:14.1 ft. [4.3 m]
Deck width edge-to-edge:15.1 ft. [4.6 m]
Owner:State Highway Agency [01]
Year built:1886
Year reconstructed:2001
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:Stringer/Multi-beam or girder [02]
Deck type:Open Grating [3]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:130 [as of 2018]
Truck traffic:17% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Fair [5 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 replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 conditions; field review indicates action is required. [4]
Sufficiency rating:48.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$656,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018PoorVery GoodFairPoor13048.7
July 2016PoorVery GoodFairPoor13148.7
July 2014PoorVery GoodFairPoor29248.3
July 2012PoorSeriousFairPoor29748.3
July 2010PoorPoorFairPoor21447.5
July 2008PoorGoodFairPoor21450.5
August 2006PoorVery GoodFairPoor21150.6
August 2004PoorVery GoodFairPoor40350.1
June 2003PoorVery GoodFairPoor39750.2
July 2001PoorVery GoodFairPoor39048.1
July 1999PoorPoorFairPoor28448.3
November 1997PoorPoorFairPoor27348.3
January 1996PoorFairFairPoor26848.4
July 1993PoorFairFairPoor35748.2
November 1992PoorFairFairPoor35748.2
August 1991FairFairFairFair34865.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.43230213000
Steel Protective Coatingsq. ft.4,3274,327000
Substructure
Masonry Abutmentlinear ft.17151100200
Deck
Open Grid Decksq. ft.1,2291,229000
Bearings
Movable Bearingeach55000
Steel Protective Coatingsq. ft.10,75310,753000
Fixed Bearingeach55000
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.17610101560