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ROUTE 0058 over N F HOLSTON RIVER

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+36.64820, -82.45938
36°38'54" N, 82°27'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROUTE 0058 over N F HOLSTON RIVER
Structure number:000000000016570
Location:12.07FRWASHCL,5.43TOWEBCI
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:143.1 ft. [43.6 m]
Total length:248.0 ft. [75.6 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Vertical clearance above deck:13.5 ft. [4.1 m]
Owner:State Highway Agency [01]
Year built:1930
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: January 2009

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:898 [as of 2008]
Truck traffic:2% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:9.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$76,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2009PoorPoorPoorFair8989.2
November 1999PoorFairPoorFair113213.0
November 1991FairSatisfactoryFairFair392035.2