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


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 2017

Good/Fair/Poor Condition:Good
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:43.9 tons [39.9 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
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. RatingConditionCulvert ConditionSD/FOADT
April 201779.5Good7 out of 10FO4200
April 201579.5Good7 out of 10FO4200
April 201380.5Good7 out of 10FO4200
April 201180.5Good7 out of 10FO4200
March 200980.5Good8 out of 10FO4200
March 200780.5Good7 out of 10FO4200
March 200579.2Good7 out of 10FO4200
March 200379.2Good8 out of 10FO4200
February 200179.2Good8 out of 10FO4200
March 199979.2Good8 out of 10FO4200
February 199779.2Good8 out of 10FO4200
January 199579.2Good8 out of 10-4200
March 199379.2Good8 out of 10-4200
April 199179.2Good8 out of 10-4200