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THIRD DISTRICT ROA over CEDAR CREEK

Map

Coordinates:
+32.17340, -83.63386
32°10'24" N, 83°38'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:THIRD DISTRICT ROA over CEDAR CREEK
Structure number:000000009300500
Location:8.7 MI SE OF UNADILLA
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:20.0 ft. [6.1 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Owner:County Highway Agency [02]
Year built:1956
Year reconstructed:2005
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:4
Main spans material:Prestressed concrete [5]
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: July 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:110 [as of 2012]
Truck traffic:1% 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:79.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$469,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairSatisfactorySatisfactoryGood11079.4
July 2015FairSatisfactorySatisfactoryVery Good11079.4
July 2013FairFairFairVery Good11067.4
August 2011FairFairFairVery Good11071.4
August 2009FairFairFairVery Good12071.4
July 2007FairFairFairVery Good14069.4
July 2005FairFairFairVery Good13069.4
August 2003PoorFairFairPoor10038.8
October 2001PoorFairFairPoor10040.8
August 1999PoorSatisfactoryFairSerious21034.0
July 1997PoorSatisfactoryFairSerious21034.0
July 1995PoorSatisfactoryFairSerious21033.4
July 1993PoorSatisfactoryFairSerious21033.4
August 1991PoorSatisfactorySatisfactoryPoor21047.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.3202903000
Deck
Reinforced Concrete Top Flangesq. ft.2,0562,0124400
Substructure
Reinforced Concrete Abutmentlinear ft.5656000
Steel Pileeach99000
Steel Protective Coatingsq. ft.8989000
Reinforced Concrete Pier Caplinear ft.8484000
Joints
Pourable Jointlinear ft.120120000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.160152080