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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 2015 

Status:Open, no restriction [A]
Average daily traffic:1,500 [as of 2013]
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. ratingEvaluationDeckSuper.Sub.ADT
February 201595.1Not deficientExcellentExcellentExcellent1500
February 201395.1Not deficientExcellentExcellentExcellent1500
February 201195.1Not deficientExcellentExcellentExcellent1500
February 201095.1Not deficientExcellentExcellentExcellent1500
January 200995.1Not deficientExcellentExcellentExcellent1500
November 200734.4Structurally deficientPoorSeriousCritical1500
January 200734.4Structurally deficientPoorSeriousCritical1500
December 200531.3Structurally deficientPoorSeriousCritical1500
January 200531.3Structurally deficientPoorSeriousCritical1500
February 200431.3Structurally deficientPoorSeriousCritical1500
January 200232.3Structurally deficientFairPoorFair1500
December 200032.3Structurally deficientFairFairFair1500
February 200032.4Structurally deficientFairFairFair1320
February 199932.4Structurally deficientFairFairFair1320
March 199832.4Structurally deficientFairFairFair1320
April 199632.4Structurally deficientFairFairFair1320