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US 61 over ROLLING FORK CREEK

Map

Coordinates:
+32.90673, -90.87110
32°54'24" N, 90°52'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 61 over ROLLING FORK CREEK
Structure number:210006106315920
Location:0.1 MI N SR 14 WEST
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:49.9 ft. [15.2 m]
Total length:149.9 ft. [45.7 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:58.7 ft. [17.9 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1996
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: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,300 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:48.4 tons [44.0 metric tons]
Inventory rating:42.9 tons [39.0 metric tons]
Sufficiency rating:83.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201683.0GoodGoodVery GoodGood-5300
October 201484.3GoodVery GoodVery GoodVery Good-5200
October 201282.9GoodVery GoodVery GoodVery Good-5700
October 201082.9GoodVery GoodVery GoodVery Good-5700
January 201084.9GoodVery GoodVery GoodVery Good-5700
November 200784.9GoodVery GoodVery GoodVery Good-5700
November 200584.9GoodVery GoodVery GoodVery Good-6200
July 200384.9GoodVery GoodVery GoodVery Good-5500
July 200184.9GoodVery GoodVery GoodVery Good-5400
July 199984.9GoodVery GoodVery GoodVery Good-5200
July 199782.7GoodVery GoodVery GoodVery Good-5200
June 199682.7GoodVery GoodVery GoodVery Good-4900
June 19954.0PoorPoorPoorPoorSD5100
August 19944.0PoorPoorPoorPoorSD4600
May 19934.0PoorPoorPoorPoorSD4060
July 19924.0PoorPoorPoorPoorSD3910
July 19914.0PoorPoorPoorPoorSD2540

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,0391,039000
Deck
Reinforced Concrete Decksq. ft.8,7138,713000
Substructure
Reinforced Concrete Abutmentlinear ft.208208000
Prestressed Concrete Pileeach1414000
Reinforced Concrete Pier Caplinear ft.134134000
Joints
Pourable Jointlinear ft.129129000
Bearings
Elastomeric Bearingeach4242000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3002881200