CR 14 over BLUFF CREEK
Map
Coordinates:
+37.41583, -99.8675637°24'57" N, 99°52'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 14 over BLUFF CREEK |
Structure number: | 000000000130310 |
Location: | 1.7S 8.0E OF MINNEOLA |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 20.0 ft. [6.1 m] |
Total length: | 241.2 ft. [73.5 m] |
Roadway width between curbs: | 24.3 ft. [7.4 m] |
Deck width edge-to-edge: | 26.2 ft. [8.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1956 |
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: | 12 |
Main spans material: | Wood or timber [7] |
Main spans design: | Slab [01] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 118 [as of 2015] |
Truck traffic: | 10% of total traffic |
Deck condition: | Serious [3 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: | 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: | Better than present minimum criteria [7] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 30.3 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $850,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Poor | Serious | Serious | Fair | 118 | 30.3 |
November 2017 | Poor | Serious | Serious | Fair | 118 | 30.3 |
November 2016 | Poor | Serious | Serious | Fair | 118 | 30.3 |
November 2014 | Fair | Fair | Fair | Fair | 46 | 57.2 |
November 2012 | Poor | Satisfactory | Poor | Satisfactory | 19 | 46.3 |
October 2010 | Poor | Satisfactory | Poor | Satisfactory | 20 | 46.2 |
February 2009 | Poor | Satisfactory | Poor | Satisfactory | 20 | 46.2 |
February 2007 | Poor | Satisfactory | Poor | Fair | 30 | 46.2 |
February 2005 | Fair | Satisfactory | Fair | Fair | 30 | 58.2 |
April 2003 | Fair | Satisfactory | Fair | Fair | 30 | 58.2 |
June 2001 | Fair | Satisfactory | Fair | Fair | 30 | 58.2 |
January 1998 | Fair | Good | Satisfactory | Satisfactory | 30 | 68.4 |
April 1996 | Fair | Good | Satisfactory | Satisfactory | 30 | 68.2 |
March 1994 | Fair | Good | Satisfactory | Satisfactory | 30 | 68.2 |
March 1992 | Fair | Good | Satisfactory | Satisfactory | 40 | 68.2 |
April 1990 | Fair | Fair | Fair | Good | 40 | 58.3 |