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US 80 over PEARL RIVER

Map

Coordinates:
+32.28204, -90.18131
32°16'55" N, 90°10'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 80 over PEARL RIVER
Structure number:210008002504640
Location:0.1 MI E US 51
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:120.1 ft. [36.6 m]
Total length:1170.0 ft. [356.6 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Owner:State Highway Agency [01]
Year built:1938
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:15,000 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:58.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$999,999,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017PoorFairPoorFair1500058.3
August 2015FairFairFairFair1300076.2
January 2014FairFairFairFair1300076.2
July 2013FairFairFairFair1300076.2
August 2011FairFairFairFair2500072.7
July 2009FairFairFairFair2500072.7
July 2007PoorFairPoorSatisfactory2500054.4
July 2005PoorSatisfactoryPoorSatisfactory2500057.6
July 2003PoorSatisfactoryPoorSatisfactory2500057.6
June 2001PoorSatisfactoryPoorSatisfactory2500057.6
August 2000PoorSatisfactoryPoorSatisfactory2100043.3
August 1999PoorSatisfactoryPoorSatisfactory2100043.3
August 1998PoorSatisfactoryPoorSatisfactory2100043.3
January 1997FairSatisfactorySatisfactorySatisfactory1900074.3
December 1994FairSatisfactorySatisfactorySatisfactory1300052.9
April 1993FairSatisfactorySatisfactorySatisfactory1250053.2
June 1991FairSatisfactorySatisfactorySatisfactory1731059.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,9981,9780200
Steel Protective Coatingsq. ft.35,574035,0740500
Reinforced Concrete Girder/Beamlinear ft.6,4406,438020
Deck
Reinforced Concrete Decksq. ft.14,000014,00000
Reinforced Concrete Top Flangesq. ft.51,520051,52000
Substructure
Reinforced Concrete Columneach4238400
Reinforced Concrete Pier Walllinear ft.1921662240
Reinforced Concrete Abutmentlinear ft.136136000
Reinforced Concrete Pier Caplinear ft.1,00888201260
Joints
Open Jointlinear ft.1,1001,100000
Bearings
Movable Bearingeach3200320
Steel Protective Coatingsq. ft.32001616
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,3402,2726080