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CHESTER-EASTMAN HY over WALTON CREEK

Map

Coordinates:
+32.29374, -83.16919
32°17'37" N, 83°10'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CHESTER-EASTMAN HY over WALTON CREEK
Structure number:000000009100340
Location:6.7 MI N OF EASTMAN
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:20.0 ft. [6.1 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Owner:County Highway Agency [02]
Year built:1973
Year reconstructed:2001
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:6
Main spans material:Prestressed concrete [5]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,100 [as of 2012]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:73.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$703,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairSatisfactorySatisfactoryGood110073.3
December 2015FairGoodGoodSatisfactory110073.3
December 2013FairGoodGoodSatisfactory110073.3
December 2011FairGoodGoodSatisfactory123073.3
December 2009FairGoodGoodSatisfactory144073.2
December 2007FairGoodGoodSatisfactory144073.2
November 2005FairGoodGoodSatisfactory140073.2
December 2003FairGoodGoodSatisfactory140073.2
January 2002FairGoodGoodFair150059.1
December 1999PoorGoodGoodSerious140019.6
February 1998PoorSatisfactorySatisfactorySerious130019.8
September 1995PoorSatisfactorySatisfactorySerious130019.6
October 1993PoorGoodGoodPoor115019.9
October 1991PoorGoodGoodPoor114019.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.960960000
Deck
Reinforced Concrete Top Flangesq. ft.3,0242,81221020
Substructure
Reinforced Concrete Abutmentlinear ft.3030000
Timber Pileeach2525000
Reinforced Concrete Pier Caplinear ft.135130500
Joints
Pourable Jointlinear ft.115000115
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.240240000