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LAKE VIEW DRIVE over BLACK BRANCH

Map

Coordinates:
+34.97617, -85.24039
34°58'34" N, 85°14'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LAKE VIEW DRIVE over BLACK BRANCH
Structure number:000000004700490
Location:1.6 MI E OF JCT SR 1
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:4.6 ft. [1.4 m]
Total length:4.6 ft. [1.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Owner:County Highway Agency [02]
Year built:1974
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Corrugated Steel [6]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,640 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:60.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$270,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairVery GoodFairFair664060.1
December 2016FairVery GoodFairFair664060.1
November 2014FairSatisfactorySatisfactorySatisfactory664072.1
November 2012FairSatisfactorySatisfactorySatisfactory664072.1
September 2010FairSatisfactorySatisfactorySatisfactory711071.7
January 2009FairSatisfactorySatisfactorySatisfactory711071.7
November 2006FairSatisfactorySatisfactorySatisfactory675073.5
November 2004GoodGoodGoodGood698073.4
November 2002GoodGoodGoodGood610074.0
September 2000GoodGoodGoodGood660058.4
February 1999GoodGoodGoodGood610058.6
November 1996FairSatisfactorySatisfactorySatisfactory610056.4
October 1994FairSatisfactorySatisfactorySatisfactory511057.4
December 1992FairSatisfactorySatisfactorySatisfactory511057.4
November 1990FairSatisfactorySatisfactorySatisfactory511057.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.4140364500
Steel Protective Coatingsq. ft.9,895009,8950
Deck
Reinforced Concrete Decksq. ft.1,1501,150000
Wearing Surfacessq. ft.1,1041,104000
Substructure
Steel Abutmentlinear ft.5050000
Steel Protective Coatingsq. ft.116011600
Steel Pileeach80080
Steel Protective Coatingsq. ft.116011600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.92821000