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CITY STREET over JONES CREEK

Map 

Coordinates:
+30.46432, -91.07888
30°27'52" N, 91°04'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CITY STREET over JONES CREEK
Structure number:611730278910471
Location:BATON ROUGE,CUYHANGA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Rural) [09]
Length of largest span:19.0 ft. [5.8 m]
Total length:115.2 ft. [35.1 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
Owner:County Highway Agency [02]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:6
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: April 2016 

Good/Fair/Poor Condition:Poor
Status:Bridge closed to all traffic [K]
Average daily traffic:500 [as of 1980]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Critical [2 out of 9]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:31.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$393,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201631.8PoorGoodGoodCriticalSD500
April 201431.8PoorGoodGoodCriticalSD500
May 201231.8PoorGoodGoodPoorSD500
June 201083.9FairVery GoodVery GoodSatisfactory-500
May 200831.8PoorGoodGoodCriticalSD500
May 200656.8PoorGoodVery GoodPoorSD500
August 200456.8PoorVery GoodVery GoodPoorSD500
September 200272.9FairVery GoodVery GoodFair-500
September 200072.9FairVery GoodVery GoodFair-500
May 199885.9GoodVery GoodVery GoodGood-500
May 199684.9GoodGoodVery GoodGood-500
July 199385.4FairGoodVery GoodSatisfactory-500
August 199185.4GoodGoodVery GoodGood-500