US 61 S over BRAUHN CR


+38.32249, -90.39924
38°19'21" N, 90°23'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:US 61 S over BRAUHN CR
Structure number:4664
Old structure number:G 511R 1 (from 1992 edition)
Location:S 6 T 41 N R 6 E
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:9.8 ft. [3.0 m]
Total length:28.9 ft. [8.8 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1923
Year reconstructed:1935
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: December 2016 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:5,894 [as of 2015]
Truck traffic:10% of total traffic
Structural 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:Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:46.5 tons [42.3 metric tons]
Inventory rating:27.7 tons [25.2 metric tons]
Sufficiency rating:36.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$375,000

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
December 201636.7Poor4 out of 10SD5894
December 201426.9Poor4 out of 10SD7088
December 201241.9Fair5 out of 10-7130
January 201166.8Fair6 out of 10-7950
December 200866.8Fair6 out of 10-7872
November 200666.8Fair6 out of 10-8630
November 200466.8Fair6 out of 10-10794
November 200266.8Fair6 out of 10-11002
November 200066.8Good7 out of 10-10716
January 200054.8FairN out of 10-10568
October 199866.8Good7 out of 10-10568
December 199666.8Good7 out of 10-7175
December 199466.8Good8 out of 10-6859
October 199274.9Good8 out of 10-6711
December 199153.8FairN out of 10-6325
June 199061.8Good8 out of 10-6325