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LAKE VIEW DRIVE over BLACK BRANCH

Map

Coordinates:
+34.97621, -85.24045
34°58'34" N, 85°14'26" 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:45.9 ft. [14.0 m]
Total length:45.9 ft. [14.0 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: December 2016

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]
Operating rating:54.5 tons [49.5 metric tons]
Inventory rating:32.7 tons [29.7 metric tons]
Sufficiency rating:60.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$270,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201660.1FairVery GoodFairFairFO6640
November 201472.1FairSatisfactorySatisfactorySatisfactoryFO6640
November 201272.1FairSatisfactorySatisfactorySatisfactoryFO6640
September 201071.7FairSatisfactorySatisfactorySatisfactoryFO7110
January 200971.7FairSatisfactorySatisfactorySatisfactoryFO7110
November 200673.5FairSatisfactorySatisfactorySatisfactoryFO6750
November 200473.4GoodGoodGoodGoodFO6980
November 200274.0GoodGoodGoodGoodFO6100
September 200058.4GoodGoodGoodGoodFO6600
February 199958.6GoodGoodGoodGoodFO6100
November 199656.4FairSatisfactorySatisfactorySatisfactoryFO6100
October 199457.4FairSatisfactorySatisfactorySatisfactoryFO5110
December 199257.4FairSatisfactorySatisfactorySatisfactoryFO5110
November 199057.4FairSatisfactorySatisfactorySatisfactoryFO5110

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.414041400
Steel Protective Coatingsq. ft.9,89509,89500
Deck
Reinforced Concrete Decksq. ft.1,15001,15000
Wearing Surfacessq. ft.1,10401,10400
Substructure
Steel Abutmentlinear ft.2525000
Steel Protective Coatingsq. ft.116011600
Steel Pileeach86200
Steel Protective Coatingsq. ft.116011600
Steel Pier Caplinear ft.5050000
Bearings
Other Bearingeach1801800
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9292000