Share:

HOLLYWOOD AVENUE over COURTESY LANE DITCH

Map

Coordinates:
+32.45662, -93.81296
32°27'24" N, 93°48'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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]
Operating rating:34.9 tons [31.7 metric tons]
Inventory rating:27.0 tons [24.5 metric tons]
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

DateSuff. RatingConditionCulvert ConditionSD/FOADT
March 201771.7Fair6 out of 10FO10084
March 201571.4Fair6 out of 10FO10084
March 201371.4Fair6 out of 10FO10084
March 201169.4Fair6 out of 10FO10084
March 200969.4Fair6 out of 10FO10084
March 200769.4Fair6 out of 10FO10084
March 200569.4Fair6 out of 10FO10084
March 200369.4Fair6 out of 10FO10084
February 200169.4Fair6 out of 10FO10084
March 199969.4Fair6 out of 10FO10084
February 199769.4Fair6 out of 10FO10084
January 199569.2Fair6 out of 10FO10084
March 199369.2Fair6 out of 10FO10084
March 199169.2Fair6 out of 10FO10084