SH 113 over Reece Creek


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 113 over Reece Creek
Structure number:0000000000M1786
Location:1.5 N PULASKI CO LINE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:19.0 ft. [5.8 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Owner:State Highway Agency [01]
Year built:1956
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:2
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,300 [as of 2013]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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 corrrective action [3]
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 assessed or calculated scour condition. [5]
Sufficiency rating:61.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$243,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairSatisfactorySatisfactorySatisfactory130061.9
July 2016FairSatisfactorySatisfactorySatisfactory120075.1
July 2014FairSatisfactorySatisfactorySatisfactory120075.1
July 2012FairSatisfactorySatisfactorySatisfactory130074.8
July 2010FairSatisfactorySatisfactorySatisfactory130074.8
July 2008FairSatisfactorySatisfactorySatisfactory130052.1
July 2006FairSatisfactorySatisfactorySatisfactory140051.7
July 2004GoodGoodGoodGood140051.7
July 2002GoodVery GoodVery GoodGood120052.2
July 2000GoodVery GoodVery GoodGood120052.2
July 1998GoodVery GoodVery GoodGood120052.2
September 1996GoodVery GoodVery GoodGood38062.8
August 1994GoodVery GoodVery GoodGood38062.6
September 1992GoodVery GoodVery GoodGood38062.6
September 1990GoodVery GoodVery GoodGood33762.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.26621820280
Reinforced Concrete Top Flangesq. ft.957957000
Wearing Surfacessq. ft.89362802650
Masonry Pier Walllinear ft.2727000
Masonry Abutmentlinear ft.90801000
Reinforced Concrete Pier Caplinear ft.7868550
Pourable Jointlinear ft.2525000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.7607600
Steel Protective Coatingsq. ft.22801037550