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EASTOVER DR over LARGE STREAM

Map 

Coordinates:
+32.33895, -90.13497
32°20'20" N, 90°08'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EASTOVER DR over LARGE STREAM
Structure number:SA2500000000290
Location:SEC 30 T 6N R 2E
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:19.0 ft. [5.8 m]
Total length:76.1 ft. [23.2 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:2007
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:4
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:1,200 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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:97.4 tons [88.5 metric tons]
Inventory rating:58.4 tons [53.1 metric tons]
Sufficiency rating:95.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201695.1Not deficientVery GoodVery GoodVery Good1200
February 201495.1Not deficientExcellentExcellentExcellent1200
February 201295.1Not deficientExcellentExcellentExcellent1200
February 201095.1Not deficientExcellentExcellentExcellent1200
November 200795.1Not deficientExcellentExcellentExcellent1200
January 200714.8Structurally deficientPoorFairPoor1200
November 200514.8Structurally deficientPoorFairPoor1200
December 200412.2Structurally deficientPoorFairPoor1200
February 200412.2Structurally deficientPoorFairPoor1200
February 200216.6Structurally deficientFairFairFair1200
December 200016.6Structurally deficientFairFairFair1200
February 200016.6Structurally deficientFairSatisfactoryFair1200
February 199927.3Structurally deficientSatisfactorySatisfactorySatisfactory1200
March 199833.3Structurally deficientSatisfactorySatisfactorySatisfactory1200
April 199633.3Structurally deficientGoodGoodSatisfactory1200