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SH 27 over Little Chicklah Creek

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 27 over Little Chicklah Creek
Structure number:000000000002952
Location:.25 MI SW OF CHICKALAH
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:27.9 ft. [8.5 m]
Total length:111.9 ft. [34.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Owner:State Highway Agency [01]
Year built:1955
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:4
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,200 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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:Better than present minimum criteria [7]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:59.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$812,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairGoodGoodSatisfactory520059.6
June 2016GoodGoodGoodGood450060.4
June 2014GoodGoodGoodGood450060.4
June 2012GoodGoodGoodGood430060.7
June 2010GoodGoodGoodGood430060.7
June 2008GoodGoodGoodGood430050.6
May 2006GoodGoodGoodGood440050.5
June 2004GoodGoodGoodGood430050.6
April 2002GoodVery GoodVery GoodGood470049.8
May 2000GoodVery GoodVery GoodGood410050.7
May 1998GoodVery GoodVery GoodGood410050.7
June 1996GoodVery GoodVery GoodGood164056.3
June 1994GoodVery GoodVery GoodGood164056.3
June 1992GoodVery GoodVery GoodGood164056.3
May 1990GoodVery GoodVery GoodGood208853.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Pier Caplinear ft.135124830
Joints
Pourable Jointlinear ft.7878000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2242101400
Steel Protective Coatingsq. ft.6725221003020
Deck
Reinforced Concrete Slabsq. ft.2,9682,960080
Wearing Surfacessq. ft.2,6882,6160720