SH 10 over Keeland Creek


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 10 over Keeland Creek
Structure number:000000000000703
Location:7.14 MI W PERRY CO IN OLA
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:35.1 ft. [10.7 m]
Total length:131.9 ft. [40.2 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:40.7 ft. [12.4 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1928
Year reconstructed:1988
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:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,300 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:78.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairSatisfactoryGoodGood530078.7
June 2016FairSatisfactoryGoodGood520078.8
May 2014FairSatisfactoryGoodGood520078.8
June 2012FairSatisfactoryGoodGood590078.3
June 2010FairSatisfactoryGoodGood590078.3
May 2008FairSatisfactorySatisfactorySatisfactory590067.2
May 2006FairSatisfactorySatisfactorySatisfactory620066.9
June 2004FairGoodSatisfactoryGood560067.4
April 2002GoodGoodGoodVery Good580067.0
May 2000GoodGoodVery GoodVery Good640066.6
May 1998GoodGoodVery GoodVery Good640066.6
June 1996GoodGoodVery GoodVery Good170069.2
June 1994GoodGoodVery GoodVery Good250067.6
June 1992GoodGoodVery GoodVery Good250067.6
May 1990GoodVery GoodVery GoodVery Good175469.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.792792000
Reinforced Concrete Top Flangesq. ft.5,3905,209157240
Reinforced Concrete Columneach1818000
Reinforced Concrete Abutmentlinear ft.190188200
Reinforced Concrete Pier Caplinear ft.110110000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.152777500
Reinforced Concrete Bridge Raillinear ft.264264000