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MILAN-CHAUNCY ROAD over SUGAR CREEK

Map

Coordinates:
+32.09606, -83.06769
32°05'46" N, 83°04'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MILAN-CHAUNCY ROAD over SUGAR CREEK
Structure number:000000009100320
Location:CHAUNCEY CITY LIMITS
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:26.9 ft. [8.2 m]
Total length:134.8 ft. [41.1 m]
Roadway width between curbs:21.7 ft. [6.6 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Owner:County Highway Agency [02]
Year built:1956
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:5
Main spans material:Steel continuous [4]
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 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:1,130 [as of 2012]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:21.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$791,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairSatisfactorySatisfactoryFair113021.4
November 2015FairSatisfactorySatisfactoryFair113021.4
December 2013FairSatisfactorySatisfactoryFair113021.4
November 2011FairSatisfactorySatisfactoryFair122021.3
December 2009FairSatisfactorySatisfactorySatisfactory94021.5
November 2007FairSatisfactorySatisfactorySatisfactory94021.5
November 2005FairSatisfactorySatisfactorySatisfactory91021.5
December 2003FairSatisfactorySatisfactorySatisfactory80021.5
January 2002PoorSatisfactoryFairCritical70021.6
December 1999PoorSatisfactoryFairCritical90021.5
January 1998PoorSatisfactoryFairCritical90021.5
September 1995PoorSatisfactoryFairCritical90021.2
October 1993PoorSatisfactoryFairCritical88021.2
October 1991PoorGoodSatisfactoryCritical83021.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.540054000
Steel Protective Coatingsq. ft.2,57051402,0560
Deck
Reinforced Concrete Decksq. ft.3,41503,41500
Substructure
Reinforced Concrete Abutmentlinear ft.4848000
Steel Pileeach2410860
Steel Protective Coatingsq. ft.7131164810116
Steel Pier Caplinear ft.132844800
Steel Protective Coatingsq. ft.54002600280
Joints
Pourable Jointlinear ft.6600066
Bearings
Movable Bearingeach2002000
Steel Protective Coatingsq. ft.4000400
Fixed Bearingeach1201200
Steel Protective Coatingsq. ft.2400240
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.270027000
Steel Protective Coatingsq. ft.270002700