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TERRY RD over CANEY CR

Map

Coordinates:
+32.23758, -90.23317
32°14'15" N, 90°13'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TERRY RD over CANEY CR
Structure number:SA2500000000158
Location:SEC 31 T 5N R 1E
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:24.9 ft. [7.6 m]
Total length:158.1 ft. [48.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1952
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:6
Main spans material:Concrete [1]
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:Fair
Status:Posted for other load-capacity restriction [R]
Average daily traffic:6,200 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:41.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$358,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairSatisfactoryGoodFair620041.2
September 2016FairSatisfactoryGoodFair620042.1
September 2015FairSatisfactoryGoodFair620065.6
September 2014FairFairFairFair620057.2
February 2014FairFairFairFair620057.2
February 2013FairFairFairFair620057.2
February 2012FairFairFairFair620057.2
February 2011FairFairFairFair620057.2
February 2010FairFairFairFair620057.2
January 2009FairFairFairFair620057.2
November 2007FairFairFairFair620057.2
December 2005FairFairFairFair620057.2
February 2004FairFairFairFair620049.9
January 2002FairFairFairFair590049.9
February 2000FairFairFairFair1161048.1
March 1998FairFairFairFair1161048.1
April 1996FairFairFairFair1161048.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.632624710
Deck
Reinforced Concrete Top Flangesq. ft.4,1083,8961071050
Wearing Surfacessq. ft.3,7923,40803840
Substructure
Reinforced Concrete Columneach88000
Reinforced Concrete Abutmentlinear ft.1068310103
Reinforced Concrete Pile Cap/Footinglinear ft.62310
Reinforced Concrete Pier Caplinear ft.85354820
Joints
Open Jointlinear ft.130130000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.316229122649