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HOLLYWOOD AVENUE over COURTESY LANE DITCH

Map

Coordinates:
+32.45667, -93.81330
32°27'24" N, 93°48'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HOLLYWOOD AVENUE over COURTESY LANE DITCH
Structure number:040932274934881
Location:1.9 MI. WEST OF U.S.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:22.0 ft. [6.7 m]
Roadway width between curbs:40.7 ft. [12.4 m]
Deck width edge-to-edge:82.4 ft. [25.1 m]
Owner:City or Municipal Highway Agency [04]
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,084 [as of 1979]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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]
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:71.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$166,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2017Fair6 out of 101008471.7
March 2015Fair6 out of 101008471.4
March 2013Fair6 out of 101008471.4
March 2011Fair6 out of 101008469.4
March 2009Fair6 out of 101008469.4
March 2007Fair6 out of 101008469.4
March 2005Fair6 out of 101008469.4
March 2003Fair6 out of 101008469.4
February 2001Fair6 out of 101008469.4
March 1999Fair6 out of 101008469.4
February 1997Fair6 out of 101008469.4
January 1995Fair6 out of 101008469.2
March 1993Fair6 out of 101008469.2
March 1991Fair6 out of 101008469.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.164164000
Deck
Reinforced Concrete Slabsq. ft.880087460