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BAILEY AVE over EUBANKS CREEK

Map

Coordinates:
+32.35116, -90.19267
32°21'04" N, 90°11'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BAILEY AVE over EUBANKS CREEK
Structure number:SA2500000000223
Location:SEC 22 T 6N R 1E
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:14.1 ft. [4.3 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:70.2 ft. [21.4 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1978
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]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, posting recommended but not legally implemented [B]
Average daily traffic:10,000 [as of 2017]
Truck traffic:8% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:69.3

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
August 2017Fair6 out of 101000069.3
September 2015Fair6 out of 10980081.9
September 2014Good8 out of 101100081.7
February 2014Good8 out of 101100081.7
February 2012Good8 out of 101100081.7
February 2010Good8 out of 101100081.7
November 2007Good8 out of 101100081.7
November 2005Good8 out of 101090081.7
February 2004Good8 out of 101090081.7
January 2002Good8 out of 101090081.7
February 2000Good8 out of 101088081.7
March 1998Good8 out of 101088081.7
April 1996Good8 out of 101088081.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.1410126150