US 71 SEC. 05-8.50 over JOHNS BRANCH


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 71 SEC. 05-8.50 over JOHNS BRANCH
Structure number:000000000001868
Location:4.48 M S JCT SH 24
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:41.0 ft. [12.5 m]
Total length:43.0 ft. [13.1 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Owner:State Highway Agency [01]
Year built:1934
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:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:4,600 [as of 2014]
Truck traffic:15% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 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 desirable criteria [8]
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]
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:35.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$436,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairSatisfactoryFairGood460035.5
June 2017FairSatisfactoryFairGood460035.5
June 2016FairSatisfactoryFairGood360037.6
June 2015FairSatisfactoryFairGood360037.6
June 2014FairSatisfactoryFairGood360037.6
June 2013FairSatisfactoryFairGood360037.6
August 2012FairSatisfactoryFairGood360037.6
November 2011FairSatisfactoryFairGood360037.6
November 2010FairSatisfactoryFairGood360031.8
November 2009FairSatisfactoryFairGood360031.8
November 2008FairSatisfactoryFairGood390031.2
November 2007FairSatisfactoryFairGood420031.2
November 2006FairSatisfactorySatisfactoryGood420043.2
November 2005FairSatisfactorySatisfactoryGood400043.7
December 2004FairSatisfactorySatisfactoryGood400043.7
October 2003FairSatisfactorySatisfactoryGood380044.0
July 2002FairSatisfactorySatisfactoryGood380044.0
May 2001FairSatisfactorySatisfactoryGood500041.0
February 2000FairSatisfactorySatisfactoryGood500048.1
November 1998FairSatisfactorySatisfactoryGood440048.4
December 1997FairSatisfactorySatisfactoryGood239549.6
January 1997FairSatisfactorySatisfactoryGood239549.6
October 1994FairSatisfactorySatisfactoryGood239547.4
July 1992FairSatisfactorySatisfactoryGood239549.5
May 1990FairSatisfactorySatisfactoryGood328449.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.205203020
Reinforced Concrete Decksq. ft.1,1001,0831700
Reinforced Concrete Abutmentlinear ft.106106000
Movable Bearingeach50410
Fixed Bearingeach50500
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.8683300