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ELLIS AVE over LYNCH CREEK

Map

Coordinates:
+32.29807, -90.22779
32°17'53" N, 90°13'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ELLIS AVE over LYNCH CREEK
Structure number:SA2500000000119
Location:SEC 6 T 5N R 1E
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:40.0 ft. [12.2 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:64.3 ft. [19.6 m]
Deck width edge-to-edge:74.5 ft. [22.7 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:26,000 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:86.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$276,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016GoodGoodGoodGood2600086.8
September 2014GoodVery GoodVery GoodVery Good2600087.8
February 2013GoodVery GoodVery GoodVery Good2600087.8
February 2011GoodVery GoodVery GoodVery Good2600087.8
February 2010GoodVery GoodVery GoodVery Good2600087.8
November 2007GoodGoodVery GoodGood2600095.6
November 2005GoodGoodVery GoodGood2600095.6
February 2004GoodGoodGoodGood2600095.6
February 2002GoodGoodGoodGood2600095.6
February 2000GoodGoodGoodGood2300095.8
March 1998GoodGoodGoodGood2300095.8
April 1996GoodGoodGoodGood2300095.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.173017300
Reinforced Concrete Abutmentlinear ft.1831584210
Reinforced Concrete Pier Caplinear ft.173173000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2001780715
Reinforced Concrete Bridge Raillinear ft.200196310
Deck
Reinforced Concrete Slabsq. ft.7,0926,3486041400
Wearing Surfacessq. ft.6,6426,16204800