E 10TH ST over SMITH BR OF STINSO
Map
Coordinates:
+38.85569, -91.9392838°51'20" N, 91°56'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | E 10TH ST over SMITH BR OF STINSO |
Structure number: | 17543 |
Old structure number: | 1555006 014 (from 1992 edition) |
Location: | S 9 T 47 N R 9 W |
Purpose: | Carries highway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 24.9 ft. [7.6 m] |
Total length: | 30.8 ft. [9.4 m] |
Roadway width between curbs: | 31.8 ft. [9.7 m] |
Deck width edge-to-edge: | 33.5 ft. [10.2 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1925 |
Year reconstructed: | 1976 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Concrete continuous [2] |
Main span design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,000 [as of 2018] |
Truck traffic: | 5% of total traffic |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 85.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | - | Satisfactory | Satisfactory | 1000 | 85.7 |
October 2016 | Fair | - | Satisfactory | Good | 1000 | 85.7 |
March 2015 | Fair | - | Satisfactory | Good | 1000 | 85.7 |
February 2013 | Fair | Satisfactory | Satisfactory | Good | 1000 | 85.7 |
March 2011 | Fair | Satisfactory | Satisfactory | Good | 1000 | 85.7 |
March 2009 | Poor | Satisfactory | Poor | Good | 1000 | 58.6 |
April 2007 | Poor | Satisfactory | Poor | Good | 1000 | 58.6 |
April 2005 | Poor | Satisfactory | Poor | Good | 1000 | 58.6 |
March 2003 | Fair | Satisfactory | Fair | Good | 1000 | 74.7 |
March 2001 | Fair | Satisfactory | Fair | Good | 1000 | 74.6 |
April 1999 | Fair | Satisfactory | Fair | Good | 1000 | 74.6 |
January 1991 | Good | Good | Good | Good | 1000 | 86.3 |