Share:

RODNEY ROAD over LARGE DRAIN

Map

Coordinates:
+31.81350, -91.06503
31°48'49" N, 91°03'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RODNEY ROAD over LARGE DRAIN
Structure number:SA3200000000070
Location:SEC_36_T10N_R 1E
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:31.2 ft. [9.5 m]
Total length:92.9 ft. [28.3 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:County Highway Agency [02]
Year built:2001
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: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: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:150 [as of 2010]
Truck traffic:8% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:91.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairFairSatisfactorySatisfactory15091.0
December 2015GoodGoodGoodGood15092.0
January 2014GoodVery GoodVery GoodVery Good15092.0
December 2011GoodVery GoodVery GoodVery Good15092.0
January 2010GoodExcellentExcellentExcellent15094.0
January 2008GoodExcellentExcellentExcellent15094.0
February 2006GoodExcellentExcellentExcellent15094.0
February 2004GoodExcellentExcellentExcellent15094.0
February 2002GoodExcellentExcellentExcellent15094.0
March 2000PoorSeriousPoorImminent Failure15016.1
January 1999PoorSeriousPoorCritical15016.1
February 1997FairSatisfactoryGoodFair7534.0
January 1996FairVery GoodGoodFair7534.0