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LOCAL ROAD over HOLLYWOOD DITCH

Map 

Coordinates:
+32.45384, -93.80601
32°27'14" N, 93°48'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LOCAL ROAD over HOLLYWOOD DITCH
Structure number:040932272934851
Location:0.2 MI.SO. HOLLYWOOD
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:8.9 ft. [2.7 m]
Total length:28.9 ft. [8.8 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1960
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:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: April 2015 

Status:Posted for load [P]
Average daily traffic:200 [as of 1980]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
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]
Operating rating:24.8 tons [22.5 metric tons]
Inventory rating:17.8 tons [16.2 metric tons]
Sufficiency rating:75.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201575.8Not deficient---200
April 201364.8Not deficient---200
April 201164.8Not deficient---200
March 200964.8Not deficient---200
March 200775.8Not deficient---200
March 200575.8Not deficient---200
April 200375.8Not deficient---200
March 200175.8Not deficient---200
February 199975.8Not deficient---200
January 199775.8Not deficient---200
January 199575.8Not deficient---200
March 199375.8Not deficient---200
March 199175.8Not deficient---200