Share:

LOCAL ROAD over JONES CREEK

Map 

Coordinates:
+30.44618, -91.06650
30°26'46" N, 91°03'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LOCAL ROAD over JONES CREEK
Structure number:611730269910441
Location:GOODWOOD BLVD.
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:19.0 ft. [5.8 m]
Total length:116.1 ft. [35.4 m]
Roadway width between curbs:47.6 ft. [14.5 m]
Deck width edge-to-edge:61.4 ft. [18.7 m]
Skew angle:15°
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 18 / H 20 [4]
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: September 2015 

Status:Posted for load [P]
Average daily traffic:7,300 [as of 1979]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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:Superior to present desirable criteria [9]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:45.5 tons [41.4 metric tons]
Inventory rating:32.7 tons [29.7 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:62.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$672,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201562.4Structurally deficientGoodGoodPoor7300
September 201377.0Not deficientGoodGoodFair7300
September 201177.0Not deficientGoodGoodFair7300
August 200988.1Not deficientGoodGoodGood7300
August 200781.4Not deficientGoodVery GoodGood7300
August 200581.4Not deficientVery GoodVery GoodGood7300
November 200381.4Not deficientVery GoodVery GoodVery Good7300
November 200180.0Not deficientVery GoodVery GoodVery Good7300
February 200080.0Not deficientVery GoodVery GoodVery Good7300
February 199881.0Not deficientVery GoodVery GoodVery Good7300
July 199684.7Not deficientVery GoodVery GoodVery Good7300
October 199384.9Not deficientVery GoodVery GoodVery Good7300
August 199165.1Functionally obsoleteGoodVery GoodGood7300