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CHESTER-EASTMAN HY over WALTON CREEK

Map

Coordinates:
+32.29391, -83.16922
32°17'38" 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:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2015

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:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 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]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201573.3FairGoodGoodSatisfactoryFO1100
December 201373.3FairGoodGoodSatisfactoryFO1100
December 201173.3FairGoodGoodSatisfactoryFO1230
December 200973.2FairGoodGoodSatisfactory-1440
December 200773.2FairGoodGoodSatisfactory-1440
November 200573.2FairGoodGoodSatisfactory-1400
December 200373.2FairGoodGoodSatisfactory-1400
January 200259.1FairGoodGoodFair-1500
December 199919.6PoorGoodGoodSeriousSD1400
February 199819.8PoorSatisfactorySatisfactorySeriousSD1300
September 199519.6PoorSatisfactorySatisfactorySeriousSD1300
October 199319.9PoorGoodGoodPoorSD1150
October 199119.9PoorGoodGoodPoorSD1140

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.960960000
Deck
Reinforced Concrete Top Flangesq. ft.3,0242,81421000
Substructure
Reinforced Concrete Abutmentlinear ft.3030000
Timber Pileeach2525000
Reinforced Concrete Pier Caplinear ft.135130500
Joints
Pourable Jointlinear ft.115011500
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.240240000