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SR 12 over BESA CHITTO CREEK RELIEF

Map

Coordinates:
+33.27074, -89.30821
33°16'15" N, 89°18'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 12 over BESA CHITTO CREEK RELIEF
Structure number:310001201012260
Location:1.1 MI E ATTALA CL
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:40.0 ft. [12.2 m]
Total length:122.1 ft. [37.2 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:46.9 ft. [14.3 m]
Owner:State Highway Agency [01]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,000 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 the assessed or calculated scour condition. [8]
Operating rating:62.5 tons [56.8 metric tons]
Inventory rating:56.3 tons [51.2 metric tons]
Sufficiency rating:99.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201699.7GoodGoodVery GoodVery Good-2000
February 201499.7GoodGoodVery GoodVery Good-2000
February 201299.7GoodGoodVery GoodVery Good-2100
June 201097.7GoodGoodVery GoodVery Good-2100
November 200898.7GoodVery GoodVery GoodVery Good-2100
December 200697.7GoodVery GoodVery GoodVery Good-2000
December 200499.7GoodVery GoodVery GoodVery Good-2400
October 200299.5GoodVery GoodVery GoodVery Good-3500
August 200099.4GoodVery GoodVery GoodVery Good-4000
September 199899.4GoodVery GoodVery GoodVery Good-4000
October 199694.3GoodVery GoodVery GoodVery Good-4000
December 199567.4FairSatisfactorySatisfactorySatisfactory-1920
November 199467.4FairSatisfactorySatisfactorySatisfactory-1920
April 199367.4FairSatisfactorySatisfactorySatisfactory-1920
March 199267.4FairSatisfactorySatisfactorySatisfactory-1920
April 199158.6FairSatisfactorySatisfactorySatisfactoryFO2360

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.720720000
Deck
Reinforced Concrete Decksq. ft.5,6205,1503401300
Substructure
Reinforced Concrete Abutmentlinear ft.1321091580
Steel Pileeach1312100
Steel Protective Coatingsq. ft.453448005
Reinforced Concrete Pier Caplinear ft.9292000
Joints
Pourable Jointlinear ft.1764804088
Bearings
Elastomeric Bearingeach3636000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.240236400