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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 2014 

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]
Operating rating:5.9 tons [5.4 metric tons]
Inventory rating:2.0 tons [1.8 metric tons]
Evaluation:Structurally deficient [1]
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. ratingEvaluationDeckSuper.Sub.ADT
April 201431.8Structurally deficientGoodGoodCritical500
May 201231.8Structurally deficientGoodGoodPoor500
June 201083.9Not deficientVery GoodVery GoodSatisfactory500
May 200831.8Structurally deficientGoodGoodCritical500
May 200656.8Structurally deficientGoodVery GoodPoor500
August 200456.8Structurally deficientVery GoodVery GoodPoor500
September 200272.9Not deficientVery GoodVery GoodFair500
September 200072.9Not deficientVery GoodVery GoodFair500
May 199885.9Not deficientVery GoodVery GoodGood500
May 199684.9Not deficientGoodVery GoodGood500
July 199385.4Not deficientGoodVery GoodSatisfactory500
August 199185.4Not deficientGoodVery GoodGood500