SR 14 over DITCH


+32.90619, -90.90515
32°54'22" N, 90°54'19" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 14 over DITCH
Structure number:310001406300930
Location:1.3 MI E ISSAQUENA CL
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:29.9 ft. [9.1 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Owner:State Highway Agency [01]
Year built:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,300 [as of 2012]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:47.9 tons [43.5 metric tons]
Inventory rating:28.7 tons [26.1 metric tons]
Sufficiency rating:61.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$939,000,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201561.6FairSatisfactoryFairGood-1300
October 201361.0FairSatisfactoryFairGood-1600
October 201167.6FairSatisfactorySatisfactoryGoodFO3500
January 201067.6FairGoodSatisfactoryGoodFO3500
November 200768.9FairGoodSatisfactoryGoodFO3300
November 200568.9FairGoodSatisfactoryGoodFO3300
July 200369.2FairGoodSatisfactoryGoodFO3100
July 200169.2FairGoodSatisfactoryGoodFO3100
July 199969.6FairGoodSatisfactoryGoodFO2800
July 199769.6GoodGoodGoodGoodFO2800
June 199558.5GoodGoodGoodGoodFO2600
May 199362.9GoodGoodGoodVery Good-1240
July 199162.0GoodGoodGoodVery Good-1560

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Girder/Beamlinear ft.354350040
Reinforced Concrete Abutmentlinear ft.7777000
Reinforced Concrete Pileeach1212000
Reinforced Concrete Pier Caplinear ft.5353000
Pourable Jointlinear ft.104000104
Movable Bearingeach2424000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.180180000
Reinforced Concrete Slabsq. ft.2,6242,624000
Wearing Surfacessq. ft.2,62402,62400