LOCAL RD. H.0-12.0 over ALLEN CREEK
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+38.56617, -96.2206538°33'58" N, 96°13'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LOCAL RD. H.0-12.0 over ALLEN CREEK |
Structure number: | 000560939004980 |
Location: | 4.0N 2.0E OF AMERICUS |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 67.9 ft. [20.7 m] |
Total length: | 69.9 ft. [21.3 m] |
Roadway width between curbs: | 13.5 ft. [4.1 m] |
Deck width edge-to-edge: | 15.4 ft. [4.7 m] |
Owner: | County Highway Agency [02] |
Year built: | 1930 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Other [9] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: February 2010
Good/Fair/Poor Condition: | Poor |
Status: | Bridge closed to all traffic [K] |
Average daily traffic: | 10 [as of 2007] |
Substructure condition: | Imminent Failure [1 out of 9] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of replacement [2] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 16.8 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $110,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2010 | Poor | - | - | Imminent Failure | 10 | 16.8 |
February 1999 | Poor | - | - | Imminent Failure | 10 | 16.8 |
September 1991 | Poor | - | - | Imminent Failure | 10 | 16.8 |