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CLYDE FANT PKWY over STONER AVENUE

Map

Coordinates:
+32.50050, -93.71400
32°30'02" N, 93°42'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CLYDE FANT PKWY over STONER AVENUE
Structure number:040932300934281
Location:0.9 MI. NO. OF LA 30
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:49.9 ft. [15.2 m]
Total length:202.1 ft. [61.6 m]
Roadway width between curbs:39.7 ft. [12.1 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:12°
Owner:City or Municipal Highway Agency [04]
Year built:1974
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:4
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
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:10,602 [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:Better than present minimum criteria [7]
Underclearances appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:99.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairSatisfactorySatisfactorySatisfactory1060299.0
April 2015FairSatisfactorySatisfactorySatisfactory1060298.0
April 2013GoodGoodGoodGood1060299.0
April 2011GoodGoodGoodGood10602100.0
March 2009GoodGoodVery GoodVery Good10602100.0
April 2007GoodGoodVery GoodVery Good10602100.0
March 2005GoodGoodVery GoodVery Good10602100.0
March 2003GoodGoodVery GoodVery Good10602100.0
February 2001GoodGoodVery GoodVery Good10602100.0
March 1999GoodGoodVery GoodVery Good10602100.0
May 1997GoodGoodVery GoodVery Good10602100.0
February 1995GoodGoodVery GoodVery Good10602100.0
March 1993GoodGoodVery GoodVery Good10602100.0
March 1991GoodGoodVery GoodVery Good10602100.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,41401,41400
Deck
Reinforced Concrete Decksq. ft.8,08008,08000
Substructure
Reinforced Concrete Columneach90900
Reinforced Concrete Abutmentlinear ft.100815140
Prestressed Concrete Pier Caplinear ft.150015000
Joints
Compression Jointlinear ft.200020000
Bearings
Elastomeric Bearingeach5656000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.404040400