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RODNEY ROAD over DOWD CREEK

Map

Coordinates:
+31.83864, -91.19828
31°50'19" N, 91°11'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RODNEY ROAD over DOWD CREEK
Structure number:SA3200000000068
Location:SEC 19 T10N R 1W B
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:80.1 ft. [24.4 m]
Total length:253.0 ft. [77.1 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Owner:County Highway Agency [02]
Year built:1981
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:6
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
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:60 [as of 2010]
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:77.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairFairSatisfactoryFair6077.8
December 2015GoodGoodGoodGood6089.8
January 2014GoodGoodVery GoodVery Good6089.8
December 2011GoodGoodVery GoodVery Good6067.1
January 2010GoodVery GoodVery GoodVery Good6087.4
January 2008GoodVery GoodVery GoodVery Good16086.3
March 2006GoodVery GoodVery GoodVery Good8087.4
February 2004GoodVery GoodVery GoodVery Good8087.4
February 2002GoodVery GoodVery GoodVery Good8087.4
March 2000GoodVery GoodVery GoodVery Good8087.4
March 1998GoodVery GoodVery GoodVery Good8087.4
January 1996GoodVery GoodVery GoodVery Good8087.4