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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

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201695.8GoodVery GoodVery GoodGood-16000
February 201497.8GoodVery GoodVery GoodVery Good-16000
February 201297.8GoodVery GoodVery GoodVery Good-16000
February 201097.8GoodVery GoodVery GoodVery Good-16000
November 200797.8GoodVery GoodVery GoodVery Good-16000
November 200597.8GoodVery GoodVery GoodVery Good-16000
February 200497.8GoodVery GoodVery GoodVery Good-16000
February 200297.8GoodVery GoodVery GoodVery Good-16000
February 200098.1GoodVery GoodVery GoodVery Good-13476
March 199898.1GoodVery GoodVery GoodVery Good-13476
April 199698.1GoodVery GoodVery GoodVery Good-13476