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EAGLE POND ROAD over MUCKALOOCHEE CREEK

Map

Coordinates:
+31.86074, -84.20881
31°51'39" N, 84°12'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EAGLE POND ROAD over MUCKALOOCHEE CREEK
Structure number:000000017750030
Location:3.7 MI SE OF SMITHVILLE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:20.0 ft. [6.1 m]
Total length:180.1 ft. [54.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Owner:County Highway Agency [02]
Year built:1974
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:9
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: February 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:60 [as of 2012]
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:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:94.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,055,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairGoodGoodSatisfactory6094.8
February 2016FairGoodGoodSatisfactory6094.8
February 2014FairGoodGoodSatisfactory6094.8
February 2012FairGoodGoodSatisfactory10489.2
February 2010FairSatisfactorySatisfactorySatisfactory14089.1
February 2008FairSatisfactorySatisfactorySatisfactory14089.1
February 2006FairSatisfactorySatisfactorySatisfactory7091.7
February 2004FairSatisfactoryGoodSatisfactory10089.3
February 2002FairSatisfactoryGoodFair10078.3
February 2000PoorSatisfactoryGoodPoor23034.2
February 1998FairSatisfactoryVery GoodFair23065.4
October 1995FairSatisfactoryVery GoodFair23064.9
January 1994FairSatisfactoryVery GoodFair23064.9
January 1992FairGoodVery GoodFair23068.0

Element Data

Source: National Bridge Elements dataset, 2019 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.4,5364,536000
Substructure
Reinforced Concrete Abutmentlinear ft.6262000
Timber Pileeach40251500
Reinforced Concrete Pier Caplinear ft.200200000
Joints
Pourable Jointlinear ft.25016546390
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.360360000