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LOCAL ROAD over BROOKWOOD DITCH

Map 

Coordinates:
+32.40333, -93.78000
32°24'12" N, 93°46'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LOCAL ROAD over BROOKWOOD DITCH
Structure number:040932242934681
Location:0.3 MI. NO. OF LA 52
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:7.9 ft. [2.4 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1980
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: March 2015 

Status:Open, no restriction [A]
Average daily traffic:7,686 [as of 1979]
Structural appraisal:Unknown [*]
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 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:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:96.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201596.2Not deficient---7686
March 201396.2Not deficient---7686
March 201196.2Not deficient---7686
March 200996.2Not deficient---7686
April 200796.2Not deficient---7686
March 200596.2Not deficient---7686
March 200396.2Not deficient---7686
February 200196.2Not deficient---7686
March 199996.2Not deficient---7686
February 199796.2Not deficient---7686
February 199596.2Not deficient---7686
March 199396.2Not deficient---7686
March 199196.2Not deficient---7686