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HANGING MOSS ROAD over HANGING MOSS CREEK

Map

Coordinates:
+32.37254, -90.17972
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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,800 [as of 2013]
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:Better than present minimum criteria [7]
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]
Operating rating:47.5 tons [43.2 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:95.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201695.9GoodVery GoodVery GoodGood-8800
February 201495.9GoodVery GoodVery GoodVery Good-8800
February 201295.9GoodVery GoodVery GoodVery Good-8800
February 201095.9GoodVery GoodVery GoodVery Good-8800
November 200797.9GoodVery GoodVery GoodVery Good-8800
November 200598.0GoodVery GoodVery GoodVery Good-8600
February 200498.0GoodVery GoodVery GoodVery Good-8600
January 200298.0GoodVery GoodVery GoodVery Good-8600
February 200097.9GoodVery GoodVery GoodVery Good-8930
March 199897.9GoodVery GoodVery GoodVery Good-8930
April 199697.9GoodVery GoodVery GoodVery Good-8930

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,0801,080000
Deck
Reinforced Concrete Decksq. ft.7,1937,193000
Wearing Surfacessq. ft.6,84706,2176300
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