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SH 7-10 Log 13.27 over MIDDLE FORK SALINE RIVER

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 7-10 Log 13.27 over MIDDLE FORK SALINE RIVER
Structure number:000000000001781
Location:4.22 MI SE OF PERRY CO
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:69.9 ft. [21.3 m]
Total length:145.0 ft. [44.2 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:23.3 ft. [7.1 m]
Owner:State Highway Agency [01]
Year built:1933
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
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:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 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: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:45.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$650,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactoryFairFair110045.3
October 2017FairSatisfactorySatisfactoryFair110045.3
October 2015FairSatisfactorySatisfactoryFair100045.7
September 2013FairSatisfactorySatisfactoryFair100045.7
September 2011FairSatisfactorySatisfactoryFair96045.9
October 2010FairSatisfactorySatisfactoryFair96045.9
September 2009FairFairSatisfactoryFair96044.8
October 2008FairFairSatisfactoryFair71045.8
November 2007FairFairFairFair110044.2
October 2006FairFairFairFair110044.2
October 2005FairFairFairFair120043.8
January 2005FairFairFairFair120043.8
October 2003FairSatisfactoryFairFair110045.1
October 2001PoorSatisfactoryFairPoor150023.8
October 1999PoorFairPoorPoor140023.0
December 1997FairSatisfactoryFairFair59047.1
November 1995FairSatisfactoryFairFair59047.1
December 1994FairSatisfactoryFairFair59047.1
November 1993FairGoodFairFair59047.1
December 1991GoodVery GoodGoodGood206351.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Archlinear ft.2602154500
Deck
Reinforced Concrete Top Flangesq. ft.3,3783,2968110
Substructure
Reinforced Concrete Pier Walllinear ft.25101050
Reinforced Concrete Abutmentlinear ft.128123140
Bearings
Movable Bearingeach87100
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.290290000