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HORSESHOE RD over NORTH CANAL TUSCOLAMETA

Map 

Coordinates:
+32.55259, -89.41876
32°33'09" N, 89°25'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HORSESHOE RD over NORTH CANAL TUSCOLAMETA
Structure number:SA6200000000136
Location:SEC 7 T 8N R 9E B
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:100.1 ft. [30.5 m]
Total length:631.3 ft. [192.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Owner:County Highway Agency [02]
Year built:2010
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:13
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: December 2014 

Status:Open, no restriction [A]
Average daily traffic:60 [as of 2013]
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Better than present minimum criteria [7]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:56.0 tons [50.9 metric tons]
Inventory rating:38.5 tons [35.0 metric tons]
Sufficiency rating:100.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 2014100.0Not deficientExcellentExcellentExcellent60
December 201274.7Not deficientExcellentExcellentExcellent60
January 2011100.0Not deficientExcellentExcellentExcellent60
December 200914.7Structurally deficient---60
January 200914.7Structurally deficient---60
January 200814.7Structurally deficient---60
December 200614.7Structurally deficientImminent FailureSeriousSerious60
October 200514.7Structurally deficientImminent FailureSeriousSerious60
September 200414.7Structurally deficientImminent FailureSeriousSerious60
December 200314.7Structurally deficientImminent FailureSeriousSerious60
December 200114.7Structurally deficientCriticalSeriousSerious60
December 200016.5Structurally deficientSeriousPoorPoor60
December 199916.5Structurally deficientSeriousPoorPoor60
December 199816.5Structurally deficientSeriousPoorPoor60
November 199716.5Structurally deficientSeriousPoorPoor60
December 199519.1Structurally deficientPoorPoorPoor60