SH 211-01- LM 3.21 over MAIN DITCH


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 211-01- LM 3.21 over MAIN DITCH
Structure number:000000000003421
Location:1.0 M S OF SUCCESS ARK.
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:29.9 ft. [9.1 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Skew angle:37°
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: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: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:380 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:58.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairFairFairSatisfactory38058.0
December 2015FairFairFairSatisfactory40058.0
January 2014FairFairFairSatisfactory40058.0
January 2012FairFairFairSatisfactory49056.8
January 2010FairFairSatisfactorySatisfactory49058.8
January 2008FairSatisfactorySatisfactoryGood52058.7
January 2006FairSatisfactorySatisfactoryGood45059.9
January 2004FairSatisfactorySatisfactoryGood50059.6
March 2002FairSatisfactorySatisfactoryGood50059.6
January 2000FairSatisfactorySatisfactoryGood53058.5
January 1998FairSatisfactorySatisfactoryGood21065.7
February 1996FairSatisfactorySatisfactoryGood21065.2
March 1994FairSatisfactorySatisfactoryGood21065.2
March 1992FairSatisfactoryGoodGood21065.2
January 1990FairSatisfactoryGoodGood77964.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Abutmentlinear ft.8514800
Reinforced Concrete Pileeach151590
Reinforced Concrete Pier Caplinear ft.104722750
Other Jointlinear ft.116011600
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.240240000
Reinforced Concrete Slabsq. ft.3,2402,2673955780
Wearing Surfacessq. ft.2,5202,34117900