+32.44062, -84.48883
32°26'26" N, 84°29'20" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 127 over SHOAL CREEK
Structure number:000000019700040
Location:8.5 MI N OF BUENA VISTA
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:27.9 ft. [8.5 m]
Total length:84.0 ft. [25.6 m]
Roadway width between curbs:25.6 ft. [7.8 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:State Highway Agency [01]
Year built:1961
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 [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: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:270 [as of 2011]
Truck traffic:10% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:75.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairGoodGoodSatisfactory27075.3
April 2015FairGoodGoodSatisfactory27075.3
April 2013FairGoodGoodSatisfactory27075.3
July 2011FairSatisfactoryGoodSatisfactory30075.2
May 2009FairSatisfactoryGoodSatisfactory33075.2
April 2007FairSatisfactoryGoodSatisfactory33075.2
April 2005FairSatisfactoryGoodSatisfactory36075.2
May 2003FairSatisfactoryGoodSatisfactory30079.3
June 2001FairSatisfactoryGoodSatisfactory30079.3
May 1999GoodGoodGoodGood40079.2
April 1997GoodGoodGoodGood40079.2
April 1995GoodGoodGoodGood40079.4
April 1993GoodGoodGoodGood21084.6
July 1991GoodGoodGoodGood21084.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.336336000
Reinforced Concrete Top Flangesq. ft.2,6882,6563200
Reinforced Concrete Abutmentlinear ft.5252000
Prestressed Concrete Pileeach80800
Reinforced Concrete Pier Caplinear ft.5252000
Pourable Jointlinear ft.7878000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.168168000