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BU 60 W over BLACK RIVER, CST RIVERVI

Map

Coordinates:
+36.75651, -90.39053
36°45'23" N, 90°23'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BU 60 W over BLACK RIVER, CST RIVERVI
Structure number:5734
Old structure number:K 263R 3 (from 1992 edition)
Location:S 2 T 24 N R 6 E
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:129.9 ft. [39.6 m]
Total length:399.0 ft. [121.6 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:44.9 ft. [13.7 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Skew angle:16°
Owner:State Highway Agency [01]
Year built:1934
Year reconstructed:1986
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Truss - Deck [09]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:6,867 [as of 2018]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:32.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,228,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018PoorFairFairPoor686732.6
March 2016PoorFairFairPoor700232.6
March 2014PoorFairFairPoor668132.7
March 2012FairFairFairFair744848.7
December 2010PoorFairSatisfactoryPoor740733.4
December 2009PoorSatisfactorySatisfactoryPoor733434.6
December 2008PoorSatisfactorySatisfactoryPoor757934.5
December 2006FairSatisfactorySatisfactorySatisfactory1505656.7
December 2004FairSatisfactorySatisfactorySatisfactory621458.2
January 2003FairSatisfactorySatisfactorySatisfactory873749.2
October 2001FairSatisfactorySatisfactorySatisfactory857448.1
December 1999FairSatisfactorySatisfactorySatisfactory1466646.3
January 1999FairSatisfactorySatisfactorySatisfactory1466646.3
December 1997FairSatisfactorySatisfactorySatisfactory1466646.3
January 1997FairSatisfactorySatisfactorySatisfactory977746.3
December 1995FairSatisfactorySatisfactorySatisfactory977746.3
December 1994FairSatisfactorySatisfactorySatisfactory946446.3
November 1993FairSatisfactorySatisfactorySatisfactory182548.2
October 1992FairSatisfactoryGoodSatisfactory182550.6
November 1991FairSatisfactoryGoodSatisfactory182550.6