RT AA S over DOE RUN CR
Map
Coordinates:
+37.69355, -90.4413137°41'37" N, 90°26'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RT AA S over DOE RUN CR |
Structure number: | 3718 |
Old structure number: | A4544 1 (from 1992 edition) |
Location: | S 35 T 35 N R 5 E |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 49.9 ft. [15.2 m] |
Total length: | 191.0 ft. [58.2 m] |
Roadway width between curbs: | 26.9 ft. [8.2 m] |
Deck width edge-to-edge: | 29.5 ft. [9.0 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1990 |
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: | 5 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,044 [as of 2017] |
Truck traffic: | 11% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 48.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Good | Satisfactory | Fair | 1044 | 48.9 |
October 2016 | Fair | Good | Good | Fair | 896 | 61.7 |
October 2014 | Fair | Good | Good | Fair | 844 | 62.4 |
October 2012 | Fair | Good | Good | Satisfactory | 890 | 73.5 |
October 2010 | Good | Good | Good | Very Good | 982 | 72.5 |
November 2008 | Good | Good | Good | Very Good | 574 | 84.4 |
January 2007 | Good | Good | Good | Very Good | 1222 | 68.7 |
October 2004 | Good | Good | Good | Very Good | 652 | 83.6 |
December 2002 | Good | Good | Good | Very Good | 666 | 83.5 |
October 2000 | Good | Good | Good | Very Good | 670 | 83.4 |
January 2000 | Good | Good | Good | Very Good | 635 | 83.8 |
December 1998 | Good | Good | Good | Very Good | 635 | 83.8 |
January 1998 | Good | Good | Good | Very Good | 635 | 83.8 |
December 1996 | Good | Good | Good | Very Good | 424 | 85.8 |
December 1995 | Good | Good | Good | Very Good | 424 | 87.7 |
November 1994 | Good | Good | Good | Excellent | 405 | 87.8 |
November 1993 | Good | Good | Good | Excellent | 398 | 87.9 |
December 1991 | Good | Good | Good | Excellent | 375 | 86.1 |