US 62/412 Marion over TOWN BRANCH


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 62/412 Marion over TOWN BRANCH
Structure number:0000000000A0676
Location:0.01 MI W JCT SH 14-US 62
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:35.1 ft. [10.7 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:37.4 ft. [11.4 m]
Owner:State Highway Agency [01]
Year built:1928
Year reconstructed:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,600 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:65.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,019,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactorySatisfactoryFair960065.4
August 2015FairSatisfactorySatisfactoryGood860070.8
August 2013FairSatisfactorySatisfactoryGood860070.8
August 2011FairSatisfactorySatisfactoryGood810070.9
August 2009FairSatisfactorySatisfactoryGood810070.9
September 2007FairSatisfactorySatisfactoryGood890070.8
September 2005FairSatisfactorySatisfactoryGood630066.3
September 2003FairSatisfactorySatisfactoryGood830065.7
September 2001FairSatisfactorySatisfactoryGood970065.5
September 1999FairSatisfactorySatisfactoryGood970063.5
September 1997FairSatisfactorySatisfactoryGood293067.5
September 1995FairSatisfactorySatisfactoryGood293066.5
September 1993FairSatisfactorySatisfactoryGood293063.6
September 1991FairSatisfactorySatisfactoryGood593261.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.4804641240
Reinforced Concrete Top Flangesq. ft.4,4884,23724830
Reinforced Concrete Columneach121650
Reinforced Concrete Abutmentlinear ft.95474620
Reinforced Concrete Pier Caplinear ft.99663030
Movable Bearingeach40040
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.208208000
Steel Protective Coatingsq. ft.624624000
Reinforced Concrete Bridge Raillinear ft.3433100