Share:

I0020 over JEWELLA AVE

Map

Coordinates:
+32.47207, -93.79760
32°28'19" N, 93°47'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I0020 over JEWELLA AVE
Structure number:040904510114861
Location:2.93 MI EAST OF I-220
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:79.1 ft. [24.1 m]
Total length:172.9 ft. [52.7 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:45.6 ft. [13.9 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1965
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:3
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:31,450 [as of 2016]
Truck traffic:29% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:65.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$795,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairFairFairFair3145065.0
February 2017FairFairFairFair3774065.0
February 2016FairFairFairFair3774065.0
February 2015FairFairFairFair3714065.0
February 2014FairFairFairFair3762065.0
February 2013FairFairFairFair3822065.0
February 2012FairFairFairFair4434065.0
February 2011FairFairFairFair4410065.0
March 2010FairFairFairFair4308065.0
January 2009FairFairFairFair4830065.0
February 2008FairSatisfactoryFairFair4716066.0
February 2007FairSatisfactoryFairFair4692066.0
February 2006FairSatisfactoryFairFair4554066.0
February 2005FairSatisfactoryFairFair3402066.0
March 2004FairSatisfactoryFairFair4092066.0
February 2003FairSatisfactoryFairFair2382063.8
May 2001FairSatisfactoryFairFair1666863.8
March 2000FairSatisfactoryFairFair3288463.8
March 1999FairSatisfactoryFairFair3288463.8
March 1998FairSatisfactoryFairFair3288463.8
January 1997FairSatisfactoryFairFair3249663.8
May 1995FairSatisfactoryFairFair3515761.8
May 1994FairSatisfactoryFairFair3378961.8
April 1993FairSatisfactoryFairFair2243661.8
March 1992FairSatisfactoryFairSatisfactory2243661.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.792783900
Deck
Reinforced Concrete Decksq. ft.8,14208,13840
Substructure
Reinforced Concrete Columneach87100
Reinforced Concrete Abutmentlinear ft.109921250
Joints
Assembly without Seal Jointlinear ft.86741200
Bearings
Elastomeric Bearingeach88000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3462875450