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VALLEY VIEW DR over AIRPORT DITCH

Map

Coordinates:
+32.43333, -93.77830
32°25'60" N, 93°46'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:VALLEY VIEW DR over AIRPORT DITCH
Structure number:040932260934671
Location:0.3 MI. EAST OF U.S.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:19.0 ft. [5.8 m]
Total length:97.1 ft. [29.6 m]
Roadway width between curbs:41.0 ft. [12.5 m]
Deck width edge-to-edge:51.5 ft. [15.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1972
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:5
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,482 [as of 1979]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:77.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$496,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairSatisfactorySatisfactorySatisfactory248277.6
April 2015FairSatisfactorySatisfactorySatisfactory248276.5
April 2013FairSatisfactorySatisfactorySatisfactory248279.5
April 2011FairSatisfactorySatisfactorySatisfactory248279.5
March 2009FairSatisfactorySatisfactorySatisfactory248279.5
March 2007FairGoodSatisfactorySatisfactory248279.5
March 2005FairGoodSatisfactorySatisfactory248279.5
April 2003FairGoodSatisfactorySatisfactory248279.5
March 2001FairGoodSatisfactorySatisfactory248279.5
February 1999FairGoodSatisfactorySatisfactory248279.5
January 1997FairGoodSatisfactorySatisfactory248279.5
January 1995FairGoodSatisfactorySatisfactory248279.5
March 1993FairGoodSatisfactorySatisfactory248279.5
March 1991FairGoodSatisfactorySatisfactory248279.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.112112000
Reinforced Concrete Pileeach2424000
Reinforced Concrete Pier Caplinear ft.164164000
Joints
Pourable Jointlinear ft.246002460
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.194194000
Deck
Reinforced Concrete Slabsq. ft.4,26804,26800