Share: 
COUNTY RD 611 over MARIES RVR
Map
Coordinates:
+38.44444, -91.99139
38°26'40" N, 91°59'29" W
+38.44444, -91.99139
38°26'40" N, 91°59'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY RD 611 over MARIES RVR |
| Structure number: | 14760 |
| Old structure number: | 0750003 076 (from 1992 edition) |
| Location: | S 26 T 43 N R 10 W |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 145.0 ft. [44.2 m] |
| Total length: | 279.9 ft. [85.3 m] |
| Roadway width between curbs: | 13.8 ft. [4.2 m] |
| Deck width edge-to-edge: | 14.8 ft. [4.5 m] |
| Vertical clearance above deck: | 18.4 ft. [5.6 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1893 |
| Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Corrugated Steel [6] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2017
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 50 [as of 2017] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Serious [3 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| 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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 22.9 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,327,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| April 2017 | Poor | Satisfactory | Serious | Poor | 50 | 22.9 |
| May 2015 | Poor | Satisfactory | Serious | Poor | 50 | 22.9 |
| April 2013 | Poor | Satisfactory | Serious | Poor | 50 | 22.9 |
| May 2011 | Poor | Satisfactory | Serious | Poor | 50 | 22.9 |
| May 2009 | Poor | Satisfactory | Poor | Fair | 50 | 22.9 |
| May 2007 | Poor | Satisfactory | Poor | Fair | 50 | 22.9 |
| June 2005 | Poor | Satisfactory | Poor | Fair | 50 | 22.9 |
| May 2003 | Poor | Satisfactory | Poor | Fair | 50 | 22.9 |
| May 2001 | Poor | Satisfactory | Poor | Fair | 50 | 22.9 |
| May 1999 | Poor | Poor | Poor | Fair | 50 | 19.8 |
| March 1991 | Fair | Fair | Fair | Fair | 99 | 21.6 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1275546
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1275546