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US 80 over PEARL RIVER

Map

Coordinates:
+32.28159, -90.17895
32°16'54" N, 90°10'44" 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: August 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:13,000 [as of 2013]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Operating rating:65.1 tons [59.2 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Sufficiency rating:76.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$999,999,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201576.2FairFairFairFair-13000
January 201476.2FairFairFairFair-13000
July 201376.2FairFairFairFair-13000
August 201172.7FairFairFairFair-25000
July 200972.7FairFairFairFair-25000
July 200754.4PoorFairPoorSatisfactorySD25000
July 200557.6PoorSatisfactoryPoorSatisfactorySD25000
July 200357.6PoorSatisfactoryPoorSatisfactorySD25000
June 200157.6PoorSatisfactoryPoorSatisfactorySD25000
August 200043.3PoorSatisfactoryPoorSatisfactorySD21000
August 199943.3PoorSatisfactoryPoorSatisfactorySD21000
August 199843.3PoorSatisfactoryPoorSatisfactorySD21000
January 199774.3FairSatisfactorySatisfactorySatisfactoryFO19000
December 199452.9FairSatisfactorySatisfactorySatisfactoryFO13000
April 199353.2FairSatisfactorySatisfactorySatisfactoryFO12500
June 199159.2FairSatisfactorySatisfactorySatisfactoryFO17310

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.1,9981,998000
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 Bearingeach48320160
Steel Protective Coatingsq. ft.48032016
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,3402,332080