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LOCAL ROAD over LINWOOD AVE,TRBY BRUSH B

Map 

Coordinates:
+32.43944, -93.76308
32°26'22" N, 93°45'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LOCAL ROAD over LINWOOD AVE,TRBY BRUSH B
Structure number:040932263934581
Location:0.2 MI. SO. OF LA 511
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:28.9 ft. [8.8 m]
Roadway width between curbs:48.9 ft. [14.9 m]
Deck width edge-to-edge:81.0 ft. [24.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1983
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: April 2015 

Status:Open, no restriction [A]
Average daily traffic:14,042 [as of 1979]
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: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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:78.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$234,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201578.5Functionally obsolete---14042
April 201378.5Functionally obsolete---14042
April 201178.5Functionally obsolete---14042
March 200978.5Functionally obsolete---14042
March 200778.5Functionally obsolete---14042
March 200578.5Functionally obsolete---14042
March 200378.5Functionally obsolete---14042
February 200178.5Functionally obsolete---14042
March 199978.5Functionally obsolete---14042
February 199778.5Functionally obsolete---14042
February 199578.3Functionally obsolete---14042
March 199378.3Functionally obsolete---14042
March 199178.3Not deficient---14042