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US-60 over TENNESSEE RIVER

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

Map

Coordinates:
+37.03687, -88.53105
37°02'13" N, 88°31'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US-60 over TENNESSEE RIVER
Structure number:073B00004N
Old structure number:073*0060*B0004 (from 1992 edition)
Location:OVER TENN RIV @LIVINGST C
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:400.0 ft. [121.9 m]
Total length:3036.2 ft. [925.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Vertical clearance above deck:12.8 ft. [3.9 m]
Vertical clearance below bridge:44.9 ft. [13.7 m]
Owner:State Highway Agency [01]
Year built:1931
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: January 2013

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:8,050 [as of 2012]
Truck traffic:9% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [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:$13,750,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2013PoorSeriousSeriousPoor80500.0
August 2011PoorSeriousSeriousSerious76800.0
July 2010PoorSeriousSeriousSerious79800.0
August 2009PoorSeriousSeriousSerious81900.0
October 2008PoorSeriousSeriousSerious76400.0
September 2007PoorSeriousSeriousSerious76402.0
May 2005PoorFairPoorPoor82335.6
March 2004PoorPoorPoorPoor264413.3
April 2001PoorPoorPoorPoor264413.3
March 1999PoorFairFairPoor264415.3
February 1998PoorFairFairPoor-30.3
February 1997PoorFairFairPoor274635.3
March 1995PoorPoorFairPoor253003.3
March 1994PoorPoorFairPoor253002.0
March 1993PoorPoorFairPoor253002.0
February 1992FairSatisfactorySatisfactorySatisfactory2330028.3
February 1991FairFairFairSatisfactory2330017.3