SHACKELFORD BRIDGE over LAMINE RVR
Map
Coordinates:
+38.89210, -93.0334138°53'32" N, 93°02'00" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SHACKELFORD BRIDGE over LAMINE RVR |
Structure number: | 19097 |
Old structure number: | 2110000 027 (from 1992 edition) |
Location: | S 32 T 48 N R 19 W |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 158.1 ft. [48.2 m] |
Total length: | 232.0 ft. [70.7 m] |
Roadway width between curbs: | 14.1 ft. [4.3 m] |
Deck width edge-to-edge: | 14.1 ft. [4.3 m] |
Vertical clearance above deck: | 13.1 ft. [4.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1913 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: December 2017
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 20 [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: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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] |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,131,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Poor | Satisfactory | Serious | Fair | 20 | 0.0 |
April 2016 | Poor | Satisfactory | Serious | Fair | 20 | 18.6 |
March 2014 | Poor | Serious | Poor | Fair | 20 | 0.0 |
March 2012 | Poor | Serious | Poor | Fair | 20 | 0.0 |
April 2010 | Poor | Serious | Poor | Fair | 20 | 0.0 |
March 2008 | Poor | Serious | Poor | Fair | 20 | 0.0 |
March 2006 | Poor | Serious | Poor | Fair | 20 | 0.0 |
March 2004 | Poor | Serious | Poor | Fair | 20 | 0.0 |
March 2002 | Poor | Fair | Poor | Fair | 20 | 17.5 |
May 2000 | Poor | Satisfactory | Poor | Fair | 20 | 18.6 |
June 1998 | Poor | Satisfactory | Poor | Fair | 20 | 18.6 |
April 1990 | Poor | Good | Serious | Fair | 100 | 0.0 |