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W. 62nd ST over COURTESY LANE DITCH

Map 

Coordinates:
+32.44922, -93.77822
32°26'57" N, 93°46'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:W. 62nd ST over COURTESY LANE DITCH
Structure number:040932269934671
Location:0.01 MI E OF HWY 171
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:23.0 ft. [7.0 m]
Roadway width between curbs:45.3 ft. [13.8 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Skew angle:17°
Owner:City or Municipal Highway Agency [04]
Year built:1969
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 2017 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,000 [as of 2016]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:43.9 tons [39.9 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:77.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$189,000

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
April 201777.9Fair6 out of 10FO6000
April 201577.9Fair6 out of 10FO6000
April 201370.2Fair6 out of 10FO6000
April 201168.2Fair6 out of 10FO6000
March 200968.2Fair6 out of 10FO6000
March 200768.2Good7 out of 10FO6000
March 200568.2Good7 out of 10FO6000
April 200368.2Good7 out of 10FO6000
March 200168.2Good7 out of 10FO6000
February 199968.2Good7 out of 10FO6000
January 199768.2Good7 out of 10FO6000
January 199568.1Good7 out of 10FO6000
March 199368.1Good7 out of 10FO6000
March 199168.1Fair6 out of 10FO6000