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GOODWOOD BLVD. over JONES CREEK

Map

Coordinates:
+30.44833, -91.07330
30°26'54" N, 91°04'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GOODWOOD BLVD. over JONES CREEK
Structure number:611730269910441
Location:1.5 MI E OF US 61
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 2017

Good/Fair/Poor Condition:Poor
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:62.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$672,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017PoorGoodGoodPoor730062.6
September 2015PoorGoodGoodPoor730062.4
September 2013FairGoodGoodFair730077.0
September 2011FairGoodGoodFair730077.0
August 2009GoodGoodGoodGood730088.1
August 2007GoodGoodVery GoodGood730081.4
August 2005GoodVery GoodVery GoodGood730081.4
November 2003GoodVery GoodVery GoodVery Good730081.4
November 2001GoodVery GoodVery GoodVery Good730080.0
February 2000GoodVery GoodVery GoodVery Good730080.0
February 1998GoodVery GoodVery GoodVery Good730081.0
July 1996GoodVery GoodVery GoodVery Good730084.7
October 1993GoodVery GoodVery GoodVery Good730084.9
August 1991GoodGoodVery GoodGood730065.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Timber Stringerlinear ft.4,2004,1800020
Deck
Reinforced Concrete Decksq. ft.7,1307,130000
Wearing Surfacessq. ft.5,4055,23916600
Substructure
Timber Pileeach60348171
Timber Pier Caplinear ft.4343760580
Joints
Pourable Jointlinear ft.420004200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.232232000
Steel Protective Coatingsq. ft.773077300