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HANGING MOSS ROAD over HANGING MOSS CREEK

Map

Coordinates:
+32.37249, -90.17970
32°22'21" N, 90°10'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HANGING MOSS ROAD over HANGING MOSS CREEK
Structure number:SA2500000000204
Location:SEC 10 T 6N R 1E
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:36.1 ft. [11.0 m]
Total length:107.0 ft. [32.6 m]
Roadway width between curbs:63.3 ft. [19.3 m]
Deck width edge-to-edge:76.8 ft. [23.4 m]
Skew angle:40°
Owner:City or Municipal Highway Agency [04]
Year built:1981
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:Bituminous [6]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Good
Status:Open, posting recommended but not legally implemented [B]
Average daily traffic:13,200 [as of 2018]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 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:Superior to present desirable criteria [9]
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 assessed or calculated scour condition. [5]
Sufficiency rating:81.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018GoodVery GoodVery GoodGood1320081.8
February 2016GoodVery GoodVery GoodGood880095.9
February 2014GoodVery GoodVery GoodVery Good880095.9
February 2012GoodVery GoodVery GoodVery Good880095.9
February 2010GoodVery GoodVery GoodVery Good880095.9
November 2007GoodVery GoodVery GoodVery Good880097.9
November 2005GoodVery GoodVery GoodVery Good860098.0
February 2004GoodVery GoodVery GoodVery Good860098.0
January 2002GoodVery GoodVery GoodVery Good860098.0
February 2000GoodVery GoodVery GoodVery Good893097.9
March 1998GoodVery GoodVery GoodVery Good893097.9
April 1996GoodVery GoodVery GoodVery Good893097.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,5121,512000
Deck
Reinforced Concrete Decksq. ft.7,1937,1831000
Wearing Surfacessq. ft.6,84706,2176300
Prestressed Concrete Top Flangesq. ft.1,0801,080000
Substructure
Reinforced Concrete Abutmentlinear ft.217217000
Prestressed Concrete Pileeach2020000
Reinforced Concrete Pier Caplinear ft.172169030
Joints
Open Jointlinear ft.306003060
Bearings
Elastomeric Bearingeach6060000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2161890270