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STATE ST over HANGING MOSS CREEK

Map

Coordinates:
+32.36845, -90.16852
32°22'06" N, 90°10'07" W

Facts

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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,2001,200000
Deck
Reinforced Concrete Decksq. ft.8,5208,48123160
Substructure
Reinforced Concrete Abutmentlinear ft.1661462000
Reinforced Concrete Pier Caplinear ft.138137010
Joints
Compression Jointlinear ft.1424101010
Open Jointlinear ft.1423610600
Bearings
Elastomeric Bearingeach5454000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.120962310
Steel Protective Coatingsq. ft.5405400
Reinforced Concrete Bridge Raillinear ft.2402103000