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US 84 over CHICKASAWHAY RELIEF

Map

Coordinates:
+31.67984, -88.68342
31°40'47" N, 88°41'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:US 84 over CHICKASAWHAY RELIEF
Structure number:21000840771778A
Location:3.5 MI W US 45
Purpose:Carries highway over relief for waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:40.0 ft. [12.2 m]
Total length:1045.0 ft. [318.5 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:2001
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:26
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,550 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 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:Better than present minimum criteria [7]
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 the assessed or calculated scour condition. [8]
Operating rating:46.1 tons [41.9 metric tons]
Inventory rating:41.2 tons [37.5 metric tons]
Sufficiency rating:99.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201599.7GoodVery GoodVery GoodVery Good-3550
September 201199.8GoodVery GoodVery GoodVery Good-4250
September 200999.8GoodVery GoodVery GoodVery Good-4250
September 200799.8GoodVery GoodVery GoodVery Good-4250
February 200699.8GoodVery GoodVery GoodVery Good-4250
February 200499.8GoodVery GoodVery GoodVery Good-5000
February 200297.8GoodVery GoodVery GoodVery Good-5000
February 200197.8GoodVery GoodVery GoodVery Good-5000