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W 80th ST over 81ST STREET DITCH

Map

Coordinates:
+32.43167, -93.76170
32°25'54" N, 93°45'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:W 80th ST over 81ST STREET DITCH
Structure number:040932259934571
Location:3.2 MI E OF US 171
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:8.9 ft. [2.7 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:19.0 ft. [5.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1960
Year reconstructed:1977
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
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:200 [as of 1980]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:80.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$130,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2017Fair6 out of 1020080.0
April 2015Fair6 out of 1020072.5
April 2013Fair6 out of 1020072.5
April 2011Fair6 out of 1020072.5
March 2009Fair6 out of 1020072.5
March 2007Fair6 out of 1020091.5
March 2005Fair6 out of 1020091.5
April 2003Fair6 out of 1020091.5
March 2001Fair6 out of 1020091.5
February 1999Fair6 out of 1020091.5
January 1997Fair6 out of 1020091.5
January 1995Fair6 out of 1020091.5
March 1993Fair6 out of 1020091.5
March 1991Fair6 out of 1020091.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.1,36001,36000
Bridge Rail
Other Material Bridge Raillinear ft.5656000
Steel Protective Coatingsq. ft.6060000
Deck
Reinforced Concrete Slabsq. ft.19,04019,040000
Wearing Surfacessq. ft.10,967010,96700