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MOSELY ROAD over MULE CREEK

Map

Coordinates:
+32.62367, -83.82307
32°37'25" N, 83°49'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MOSELY ROAD over MULE CREEK
Structure number:000000022500170
Location:4.2 MI SW OF BYRON
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:35.1 ft. [10.7 m]
Total length:105.0 ft. [32.0 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Owner:County Highway Agency [02]
Year built:1960
Year reconstructed:2014
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
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: November 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:710 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:88.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$615,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016GoodVery GoodVery GoodGood71088.2
November 2014GoodVery GoodVery GoodGood71088.2
November 2012FairSatisfactoryGoodSatisfactory71066.3
November 2010FairSatisfactoryGoodSatisfactory79061.6
January 2009FairSatisfactoryGoodSatisfactory79061.6
November 2006FairSatisfactoryGoodSatisfactory79061.6
November 2004FairSatisfactoryGoodSatisfactory79061.6
December 2002FairSatisfactoryGoodSatisfactory80061.6
December 2000FairSatisfactoryGoodSatisfactory100062.9
December 1998FairSatisfactoryGoodSatisfactory80063.2
December 1996FairSatisfactoryGoodSatisfactory76063.3
December 1994FairSatisfactoryGoodSatisfactory76063.2
January 1993FairSatisfactoryGoodSatisfactory76063.2
January 1991GoodGoodGoodGood76070.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.420420000
Deck
Reinforced Concrete Decksq. ft.2,8892,889000
Substructure
Reinforced Concrete Abutmentlinear ft.6060000
Prestressed Concrete Pileeach88000
Reinforced Concrete Pier Caplinear ft.5656000
Joints
Pourable Jointlinear ft.8181000
Bearings
Elastomeric Bearingeach2424000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.210210000