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SR 49 NBL over MULE CREEK

Map

Coordinates:
+32.60293, -83.79828
32°36'11" N, 83°47'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 49 NBL over MULE CREEK
Structure number:000000022500260
Location:5 MI SW. OF BYRON
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:40.0 ft. [12.2 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:40.7 ft. [12.4 m]
Owner:State Highway Agency [01]
Year built:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:14,610 [as of 2012]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
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:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:97.3
Estimated cost of work:$703,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018GoodGoodGoodGood1461097.3
November 2016FairGoodGoodSatisfactory1461097.3
November 2014FairGoodGoodSatisfactory1461097.3
November 2012FairGoodGoodSatisfactory1540097.3
December 2010FairGoodGoodSatisfactory1547097.3
January 2009FairGoodGoodSatisfactory1547097.3
November 2006FairGoodGoodSatisfactory1381097.4
November 2004FairGoodGoodSatisfactory1299097.4
December 2002FairGoodGoodSatisfactory1270090.9
December 2000FairGoodGoodSatisfactory920092.8
December 1998FairGoodGoodSatisfactory920092.8
December 1996FairVery GoodVery GoodSatisfactory920092.8
December 1994FairVery GoodVery GoodSatisfactory920092.5
January 1993GoodVery GoodVery GoodVery Good556094.7
January 1991GoodVery GoodVery GoodVery Good556093.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.600600000
Deck
Reinforced Concrete Top Flangesq. ft.4,5604,560000
Substructure
Reinforced Concrete Abutmentlinear ft.7676000
Prestressed Concrete Pileeach1001000
Reinforced Concrete Pier Caplinear ft.7676000
Joints
Pourable Jointlinear ft.152001520
Bearings
Elastomeric Bearingeach2020000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.240240000