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DORGAN STR over HARDY CR

Map 

Coordinates:
+32.27452, -90.24469
32°16'28" N, 90°14'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:DORGAN STR over HARDY CR
Structure number:SA2500000000134
Location:SEC 13 T 5N R 1W
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:40.0 ft. [12.2 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2017 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,500 [as of 2015]
Truck traffic:8% 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:Superior to present desirable criteria [9]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:83.1 tons [75.5 metric tons]
Inventory rating:49.5 tons [45.0 metric tons]
Sufficiency rating:95.1

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201795.1GoodExcellentExcellentExcellent-1500
February 201595.1GoodExcellentExcellentExcellent-1500
February 201395.1GoodExcellentExcellentExcellent-1500
February 201195.1GoodExcellentExcellentExcellent-1500
February 201095.1GoodExcellentExcellentExcellent-1500
January 200995.1GoodExcellentExcellentExcellent-1500
November 200734.4PoorPoorSeriousCriticalSD1500
January 200734.4PoorPoorSeriousCriticalSD1500
December 200531.3PoorPoorSeriousCriticalSD1500
January 200531.3PoorPoorSeriousCriticalSD1500
February 200431.3PoorPoorSeriousCriticalSD1500
January 200232.3PoorFairPoorFairSD1500
December 200032.3FairFairFairFairSD1500
February 200032.4FairFairFairFairSD1320
February 199932.4FairFairFairFairSD1320
March 199832.4FairFairFairFairSD1320
April 199632.4FairFairFairFairSD1320