Lk Sherwood Ave E over DRAIN CANAL


+30.41834, -91.04234
30°25'06" N, 91°02'32" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Lk Sherwood Ave E over DRAIN CANAL
Structure number:611730250910251
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:19.0 ft. [5.8 m]
Total length:57.1 ft. [17.4 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:41.0 ft. [12.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1972
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,312 [as of 1993]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:80.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017GoodGoodGoodGood131280.9
June 2015GoodVery GoodVery GoodGood131275.0
July 2013GoodVery GoodVery GoodGood131275.0
July 2011GoodVery GoodVery GoodGood131275.0
July 2009GoodVery GoodVery GoodGood131275.0
July 2007GoodGoodVery GoodVery Good131275.0
August 2005GoodGoodVery GoodVery Good131275.0
November 2003GoodGoodVery GoodVery Good131275.0
November 2001GoodVery GoodVery GoodVery Good131275.0
February 2000GoodVery GoodVery GoodVery Good131275.0
February 1998GoodVery GoodVery GoodVery Good131276.0
March 1997GoodVery GoodVery GoodVery Good131280.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Abutmentlinear ft.8080000
Reinforced Concrete Pileeach80800
Reinforced Concrete Pier Caplinear ft.8080000
Pourable Jointlinear ft.160016000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.114114000
Steel Protective Coatingsq. ft.437437000
Reinforced Concrete Slabsq. ft.2,2802,2225800
Wearing Surfacessq. ft.1,8811,7919000