RT V S over US 67


+38.04417, -90.49500
38°02'39" N, 90°29'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:RT V S over US 67
Structure number:29582
Location:S 5 T 38 N R 5 E
Purpose:Carries highway over highway
Route classification:Major Collector (Rural) [07]
Length of largest span:123.4 ft. [37.6 m]
Total length:249.0 ft. [75.9 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Skew angle:19°
Owner:State Highway Agency [01]
Year built:2003
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,610 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:68.3 tons [62.1 metric tons]
Inventory rating:41.6 tons [37.8 metric tons]
Sufficiency rating:98.6

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201698.6FairSatisfactoryGoodVery Good-1610
December 201498.7FairSatisfactoryGoodVery Good-1510
December 201298.7FairSatisfactoryGoodVery Good-1532
January 201298.7FairSatisfactoryExcellentVery Good-1543
January 201098.6FairSatisfactoryExcellentVery Good-1625
January 200898.8GoodGoodExcellentVery Good-1421
January 200698.6GoodGoodExcellentVery Good-1679
May 200398.0GoodExcellentExcellentExcellent-2414