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RT V S over US 67

Map 

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

Facts 

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 2014 

Status:Open, no restriction [A]
Average daily traffic:1,510 [as of 2014]
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:98.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201498.7Not deficientSatisfactoryGoodVery Good1510
December 201298.7Not deficientSatisfactoryGoodVery Good1532
January 201298.7Not deficientSatisfactoryExcellentVery Good1543
January 201098.6Not deficientSatisfactoryExcellentVery Good1625
January 200898.8Not deficientGoodExcellentVery Good1421
January 200698.6Not deficientGoodExcellentVery Good1679
May 200398.0Not deficientExcellentExcellentExcellent2414