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LOCAL ROAD over BICKHAM BAYOU

Map 

Coordinates:
+32.46085, -93.86559
32°27'39" N, 93°51'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LOCAL ROAD over BICKHAM BAYOU
Structure number:040932276935191
Location:0.7 MI N OF US 80
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:11.2 ft. [3.4 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:109.9 ft. [33.5 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1987
Historic significance:Historical significance is not determinable at this time [4]
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:4,200 [as of 1979]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Operating rating:43.6 tons [39.6 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:79.5
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 201579.5Functionally obsolete---4200
April 201380.5Functionally obsolete---4200
April 201180.5Functionally obsolete---4200
March 200980.5Functionally obsolete---4200
March 200780.5Functionally obsolete---4200
March 200579.2Functionally obsolete---4200
March 200379.2Functionally obsolete---4200
February 200179.2Functionally obsolete---4200
March 199979.2Functionally obsolete---4200
February 199779.2Functionally obsolete---4200
January 199579.2Not deficient---4200
March 199379.2Not deficient---4200
April 199179.2Not deficient---4200