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LOCAL ROAD over HOLLYWOOD DITCH

Map 

Coordinates:
+32.45649, -93.77170
32°27'23" N, 93°46'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LOCAL ROAD over HOLLYWOOD DITCH
Structure number:040932274934631
Location:0.47 MI. EAST OF US 171
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:23.0 ft. [7.0 m]
Roadway width between curbs:41.7 ft. [12.7 m]
Deck width edge-to-edge:61.7 ft. [18.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1951
Year reconstructed:1984
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 2015 

Status:Open, no restriction [A]
Average daily traffic:8,250 [as of 1989]
Structural appraisal:Unknown [*]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Evaluation:Functionally obsolete [2]
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:$174,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201580.0Functionally obsolete---8250
April 201380.0Functionally obsolete---8250
April 201180.0Functionally obsolete---8250
March 200980.0Functionally obsolete---8250
March 200780.0Functionally obsolete---8250
March 200580.0Functionally obsolete---8250
March 200380.0Functionally obsolete---8250
February 200180.0Functionally obsolete---8250
March 199980.0Functionally obsolete---8250
February 199780.0Functionally obsolete---8250
January 199580.2Functionally obsolete---8250
March 199380.2Functionally obsolete---8250
March 199180.2Functionally obsolete---8250