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CITY STREET over JONES CREEK

Map 

Coordinates:
+30.45320, -91.06884
30°27'12" N, 91°04'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CITY STREET over JONES CREEK
Structure number:611730272910421
Location:MOLLYLEA DR.
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:20.0 ft. [6.1 m]
Total length:115.2 ft. [35.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Skew angle:10°
Owner:County Highway Agency [02]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
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]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:1,200 [as of 1930]
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:31.7 tons [28.8 metric tons]
Inventory rating:19.8 tons [18.0 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:36.6
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
February 201636.6Structurally deficientGoodSatisfactoryPoor1200
February 201436.6Structurally deficientGoodSatisfactoryPoor1200
February 201248.5Structurally deficientGoodSatisfactoryPoor1200
February 201076.7Not deficientGoodGoodSatisfactory1200
February 200829.3Structurally deficientGoodGoodSerious1200
April 200671.0Not deficientGoodGoodSatisfactory1200
July 200471.0Not deficientGoodGoodSatisfactory1200
August 200271.0Not deficientGoodGoodSatisfactory1200
August 200071.0Not deficientGoodGoodSatisfactory1200
August 199874.0Not deficientGoodGoodSatisfactory1200
September 199627.8Structurally deficientGoodSatisfactorySerious1200
August 199361.5Not deficientGoodSatisfactoryFair1200
August 199122.3Functionally obsoleteGoodSatisfactoryFair1200