SH 126 Baxter over DITCH


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 126 Baxter over DITCH
Structure number:0000000000M3281
Location:4 MI S JCT US62-126
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:26.9 ft. [8.2 m]
Total length:54.1 ft. [16.5 m]
Roadway width between curbs:24.6 ft. [7.5 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1947
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 9 / H 10 [1]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,400 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 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: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 assessed or calculated scour condition. [5]
Sufficiency rating:48.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairVery GoodVery GoodSatisfactory140048.6
February 2015FairVery GoodVery GoodSatisfactory170048.6
February 2013FairVery GoodVery GoodSatisfactory160046.2
February 2012FairVery GoodVery GoodSatisfactory160046.2
February 2011FairVery GoodVery GoodSatisfactory160046.2
March 2010FairVery GoodVery GoodSatisfactory160046.2
September 2008FairVery GoodVery GoodSatisfactory170046.2
September 2007FairVery GoodVery GoodSatisfactory160046.2
September 2006FairVery GoodVery GoodSatisfactory160046.2
September 2005FairVery GoodVery GoodSatisfactory150046.2
September 2004FairVery GoodVery GoodSatisfactory150046.2
September 2003FairVery GoodVery GoodSatisfactory140046.0
September 2002FairVery GoodVery GoodSatisfactory140046.0
October 2001FairVery GoodVery GoodSatisfactory130046.0
October 2000FairVery GoodVery GoodSatisfactory130046.0
October 1999FairVery GoodVery GoodSatisfactory130046.0
October 1998FairVery GoodVery GoodSatisfactory130046.0
October 1997FairVery GoodVery GoodSatisfactory54554.0
October 1996FairVery GoodVery GoodSatisfactory54554.0
September 1995FairVery GoodVery GoodSatisfactory54554.6
September 1994FairVery GoodVery GoodSatisfactory54554.6
September 1993FairVery GoodVery GoodSatisfactory54554.6
September 1992FairVery GoodVery GoodSatisfactory54554.6
September 1991FairVery GoodVery GoodSatisfactory57954.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Pier Walllinear ft.46013330
Reinforced Concrete Abutmentlinear ft.1044537220
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.108100800
Reinforced Concrete Slabsq. ft.1,4951,490500