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RANKIN ST over TOWN CR

Map 

Coordinates:
+32.28638, -90.18374
32°17'11" N, 90°11'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RANKIN ST over TOWN CR
Structure number:SA2500000000130
Location:SEC 10 T 5N R 1E
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:60.0 ft. [18.3 m]
Total length:140.1 ft. [42.7 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:53.2 ft. [16.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:2006
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 2015 

Status:Open, no restriction [A]
Average daily traffic:4,200 [as of 2013]
Truck traffic:20% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:62.4 tons [56.7 metric tons]
Inventory rating:35.3 tons [32.1 metric tons]
Sufficiency rating:99.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201599.6Not deficientExcellentExcellentExcellent4200
February 201390.6Not deficientExcellentExcellentExcellent4200
February 201199.6Not deficientExcellentExcellentExcellent4200
February 201099.6Not deficientExcellentExcellentExcellent4200
November 200799.6Not deficientExcellentExcellentExcellent4200
January 200799.6Not deficientExcellentExcellentExcellent4200
December 20052.0Structurally deficientPoorSeriousCritical4200
December 20042.0Structurally deficientPoorSeriousCritical4200
February 20042.0Structurally deficientPoorSeriousCritical4200
February 20022.0Structurally deficientPoorSeriousPoor4200
December 20002.0Structurally deficientPoorPoorPoor4200
February 20002.0Structurally deficientPoorPoorPoor4200
February 19992.0Structurally deficientPoorPoorPoor4200
March 19982.0Structurally deficientPoorPoorPoor4200
April 19962.0Structurally deficientFairFairPoor4200