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STATE ST over HANGING MOSS CREEK

Map 

Coordinates:
+32.36845, -90.16852
32°22'06" N, 90°10'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2016 

Status:Open, no restriction [A]
Average daily traffic:16,000 [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: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]
Operating rating:47.5 tons [43.2 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:95.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201695.8Not deficientVery GoodVery GoodGood16000
February 201497.8Not deficientVery GoodVery GoodVery Good16000
February 201297.8Not deficientVery GoodVery GoodVery Good16000
February 201097.8Not deficientVery GoodVery GoodVery Good16000
November 200797.8Not deficientVery GoodVery GoodVery Good16000
November 200597.8Not deficientVery GoodVery GoodVery Good16000
February 200497.8Not deficientVery GoodVery GoodVery Good16000
February 200297.8Not deficientVery GoodVery GoodVery Good16000
February 200098.1Not deficientVery GoodVery GoodVery Good13476
March 199898.1Not deficientVery GoodVery GoodVery Good13476
April 199698.1Not deficientVery GoodVery GoodVery Good13476