SH 241 over CANAL


+34.78082, -91.25213
34°46'51" N, 91°15'08" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 241 over CANAL
Structure number:0000000000M2509
Location:0.5 MI W SH 17
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:16.1 ft. [4.9 m]
Total length:45.9 ft. [14.0 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:State Highway Agency [01]
Year built:1963
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:80 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:17.9 tons [16.3 metric tons]
Inventory rating:11.0 tons [10.0 metric tons]
Sufficiency rating:52.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$237,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201652.4FairGoodSatisfactorySatisfactorySD80
July 201552.4FairGoodSatisfactorySatisfactorySD80
July 201452.4FairGoodSatisfactorySatisfactorySD80
July 201352.4FairGoodSatisfactorySatisfactorySD80
July 201252.4FairGoodGoodSatisfactorySD80
July 201152.4FairGoodGoodSatisfactorySD80
July 201052.4FairGoodGoodSatisfactorySD80
July 200952.4FairGoodVery GoodSatisfactorySD80
July 200852.4FairGoodVery GoodSatisfactorySD60
July 200752.3FairGoodVery GoodSatisfactorySD90
September 200652.3FairGoodVery GoodSatisfactorySD90
August 200552.4FairGoodVery GoodSatisfactorySD60
August 200452.4FairGoodVery GoodSatisfactorySD60
June 200352.1FairGoodVery GoodSatisfactorySD100
April 200252.1FairGoodVery GoodSatisfactorySD100
March 200152.1FairGoodVery GoodSatisfactorySD70
March 200052.1FairGoodVery GoodSatisfactorySD70
October 199752.2FairSatisfactoryVery GoodSatisfactorySD55
November 199652.2FairSatisfactoryVery GoodSatisfactorySD55
October 199558.3FairSatisfactoryVery GoodSatisfactory-55
October 199458.3FairSatisfactoryVery GoodSatisfactory-55
November 199358.3FairSatisfactoryVery GoodSatisfactory-55
November 199258.3FairSatisfactoryVery GoodSatisfactory-55
October 199049.8FairSatisfactoryVery GoodSatisfactory-257

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Timber Girder/Beamlinear ft.5985020960
Reinforced Concrete Decksq. ft.1,10492001840
Wearing Surfacessq. ft.920092000
Timber Abutmentlinear ft.4844400
Timber Pileeach2014240
Timber Pier Caplinear ft.9696000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9692400
Steel Protective Coatingsq. ft.288002880