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STATE ST over HANGING MOSS CREEK

Map

Coordinates:
+32.36842, -90.16844
32°22'06" N, 90°10'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STATE ST over HANGING MOSS CREEK
Structure number:SA2500000000216
Location:SEC 14 T 6N R 1E
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:45.9 ft. [14.0 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:71.2 ft. [21.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1991
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 [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Good
Status:Open, posting recommended but not legally implemented [B]
Average daily traffic:24,800 [as of 2018]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:81.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018GoodGoodVery GoodGood2480081.4
February 2016GoodVery GoodVery GoodGood1600095.8
February 2014GoodVery GoodVery GoodVery Good1600097.8
February 2012GoodVery GoodVery GoodVery Good1600097.8
February 2010GoodVery GoodVery GoodVery Good1600097.8
November 2007GoodVery GoodVery GoodVery Good1600097.8
November 2005GoodVery GoodVery GoodVery Good1600097.8
February 2004GoodVery GoodVery GoodVery Good1600097.8
February 2002GoodVery GoodVery GoodVery Good1600097.8
February 2000GoodVery GoodVery GoodVery Good1347698.1
March 1998GoodVery GoodVery GoodVery Good1347698.1
April 1996GoodVery GoodVery GoodVery Good1347698.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,2001,200000
Deck
Reinforced Concrete Decksq. ft.8,5208,40092280
Substructure
Reinforced Concrete Abutmentlinear ft.1661462000
Reinforced Concrete Pier Caplinear ft.1381260120
Joints
Compression Jointlinear ft.1424101010
Open Jointlinear ft.1423610600
Bearings
Elastomeric Bearingeach5454000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.120942510
Steel Protective Coatingsq. ft.5405400
Reinforced Concrete Bridge Raillinear ft.2402221800