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SH 7-10 Log 16.70 over MIDDLE FORK SALINE RIVER

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 7-10 Log 16.70 over MIDDLE FORK SALINE RIVER
Structure number:000000000001782
Location:.79 MI SE OF PERRY CO LIN
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:54.1 ft. [16.5 m]
Total length:130.9 ft. [39.9 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:23.3 ft. [7.1 m]
Skew angle:50°
Owner:State Highway Agency [01]
Year built:1933
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,100 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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 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]
Sufficiency rating:51.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$623,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairFairFairSatisfactory110051.2
October 2017FairFairFairSatisfactory110042.2
October 2016FairFairFairSatisfactory100042.6
October 2015FairFairFairSatisfactory100042.6
September 2014FairSatisfactoryFairSatisfactory100043.8
September 2013FairSatisfactoryFairSatisfactory96043.9
September 2012FairSatisfactoryFairSatisfactory96043.9
September 2011FairSatisfactoryFairSatisfactory96043.9
October 2010FairSatisfactoryFairSatisfactory96043.9
September 2009FairFairFairSatisfactory96042.8
October 2008FairFairFairGood71043.9
November 2007FairFairFairGood110044.2
October 2006FairFairFairGood110044.2
October 2005FairFairFairGood120043.8
January 2005FairFairSatisfactoryGood120051.9
October 2003FairFairFairGood110044.0
October 2001FairSatisfactoryFairSatisfactory150043.5
October 1999FairFairSatisfactorySatisfactory140051.0
December 1997FairSatisfactorySatisfactoryVery Good59054.7
November 1995FairSatisfactorySatisfactoryVery Good59056.4
December 1994FairSatisfactorySatisfactoryVery Good59056.4
November 1993FairSatisfactorySatisfactoryVery Good59056.4
December 1991GoodGoodGoodVery Good254751.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.2542153810
Reinforced Concrete Floor Beamlinear ft.4848000
Deck
Reinforced Concrete Top Flangesq. ft.3,0522,7791531200
Substructure
Reinforced Concrete Columneach42110
Reinforced Concrete Pier Walllinear ft.36132210
Reinforced Concrete Abutmentlinear ft.99881010
Reinforced Concrete Pier Caplinear ft.5047300
Bearings
Movable Bearingeach60600
Fixed Bearingeach20200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.131131000
Reinforced Concrete Bridge Raillinear ft.131129110
Masonry Bridge Raillinear ft.1311181300