US 67NB-18-LM 7.37 over BLACK RIVER

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


+36.25397, -90.96939
36°15'14" N, 90°58'10" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 67NB-18-LM 7.37 over BLACK RIVER
Structure number:000000000000483
Location:0.25 MI S US 62
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:115.2 ft. [35.1 m]
Total length:1254.0 ft. [382.2 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:15.1 ft. [4.6 m]
Owner:State Highway Agency [01]
Year built:1934
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 13.5 / H 15 [2]
Number of main spans:4
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:11,000 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 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 replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour condition. [5]
Sufficiency rating:34.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,198,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2015PoorPoorPoorSatisfactory1100034.8
September 2014PoorFairPoorSatisfactory1100037.0
September 2013PoorFairPoorSatisfactory1100026.8
September 2012PoorFairPoorSatisfactory1100026.8
September 2011PoorFairPoorSatisfactory1150026.6
September 2010PoorFairPoorSatisfactory1150034.9
September 2009PoorSatisfactoryPoorSatisfactory1150032.1
October 2008PoorSatisfactoryPoorSatisfactory1290031.6
September 2007PoorSatisfactoryPoorSatisfactory970023.7
September 2005PoorSatisfactoryPoorSatisfactory1030023.4
August 2004PoorSatisfactoryPoorSatisfactory1030023.4
May 2001PoorFairPoorSatisfactory1000021.9
May 2000PoorSatisfactoryPoorSatisfactory1000023.3
May 1998PoorPoorPoorFair1000013.1
April 1997PoorPoorPoorFair194379.0
June 1996PoorPoorPoorFair194379.0
May 1994PoorPoorPoorFair820416.2
June 1992PoorPoorPoorFair820416.2
April 1990PoorPoorPoorFair663017.3