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 2014 

Status:Open, no restriction [A]
Average daily traffic:7,088 [as of 2014]
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:54.5 tons [49.5 metric tons]
Inventory rating:20.8 tons [18.9 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:26.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$375,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201426.9Structurally deficient---7088
December 201241.9Not deficient---7130
January 201166.8Not deficient---7950
December 200866.8Not deficient---7872
November 200666.8Not deficient---8630
November 200466.8Not deficient---10794
November 200266.8Not deficient---11002
November 200066.8Not deficient---10716
October 199866.8Not deficient---10568
December 199666.8Not deficient---7175
December 199466.8Not deficient---6859
October 199274.9Not deficient---6711
June 199061.8Not deficient---6325