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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
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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