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DYAL SCHOOL ROAD over BISHOP CREEK

Map

Coordinates:
+31.69495, -82.44647
31°41'42" N, 82°26'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DYAL SCHOOL ROAD over BISHOP CREEK
Structure number:000000000150280
Location:7 MI SW OF BAXLEY
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:20.0 ft. [6.1 m]
Total length:180.1 ft. [54.9 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:1975
Year reconstructed:2003
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:9
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:190 [as of 2011]
Truck traffic:1% 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: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: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]
Operating rating:39.6 tons [36.0 metric tons]
Inventory rating:24.8 tons [22.5 metric tons]
Sufficiency rating:78.8
Estimated cost of work:$1,055,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201778.8FairGoodGoodSatisfactory-190
January 201578.8FairGoodGoodSatisfactory-190
January 201367.8FairGoodGoodFair-190
February 201172.5FairGoodGoodSatisfactory-1000
January 200970.5FairGoodGoodSatisfactory-1000
January 200768.1FairGoodGoodSatisfactory-920
January 200568.0FairGoodGoodSatisfactory-980
January 200368.0FairGoodGoodSatisfactory-970
January 200128.8PoorSatisfactoryGoodSeriousSD730
February 199941.9PoorSatisfactorySatisfactoryPoorSD730
August 199654.1FairGoodGoodFair-730
August 199453.6FairGoodGoodFair-730
August 199253.6FairGoodGoodFair-730
September 199053.6FairGoodGoodFair-730

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,4401,440000
Deck
Reinforced Concrete Top Flangesq. ft.4,5724,572000
Substructure
Reinforced Concrete Abutmentlinear ft.5050000
Timber Pileeach4035500
Reinforced Concrete Pier Caplinear ft.200200000
Joints
Pourable Jointlinear ft.230230000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.360360000