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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

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201695.1GoodVery GoodVery GoodVery Good-1200
February 201495.1GoodExcellentExcellentExcellent-1200
February 201295.1GoodExcellentExcellentExcellent-1200
February 201095.1GoodExcellentExcellentExcellent-1200
November 200795.1GoodExcellentExcellentExcellent-1200
January 200714.8PoorPoorFairPoorSD1200
November 200514.8PoorPoorFairPoorSD1200
December 200412.2PoorPoorFairPoorSD1200
February 200412.2PoorPoorFairPoorSD1200
February 200216.6FairFairFairFairSD1200
December 200016.6FairFairFairFairSD1200
February 200016.6FairFairSatisfactoryFairSD1200
February 199927.3FairSatisfactorySatisfactorySatisfactorySD1200
March 199833.3FairSatisfactorySatisfactorySatisfactorySD1200
April 199633.3FairGoodGoodSatisfactorySD1200