INDIANTOWN ROAD over CHICONE CREEK
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | INDIANTOWN ROAD over CHICONE CREEK |
Structure number: | 200000D-0032010 |
Location: | 1 MI NE OF MD 331 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 26.9 ft. [8.2 m] |
Total length: | 56.1 ft. [17.1 m] |
Roadway width between curbs: | 26.2 ft. [8.0 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1993 |
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: | 2 |
Main spans material: | Wood or timber [7] |
Main spans design: | Slab [01] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2015
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 260 [as of 2008] |
Truck traffic: | 5% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Operating rating: | 83.3 tons [75.7 metric tons] |
Inventory rating: | 59.8 tons [54.4 metric tons] |
Sufficiency rating: | 94.4 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
November 2015 | 94.4 | Fair | Satisfactory | Satisfactory | Satisfactory | - | 260 |
November 2013 | 94.4 | Fair | Good | Satisfactory | Satisfactory | - | 260 |
November 2011 | 94.4 | Fair | Good | Satisfactory | Satisfactory | - | 260 |
November 2009 | 94.4 | Fair | Good | Satisfactory | Good | - | 260 |
November 2007 | 94.4 | Good | Good | Good | Good | - | 260 |
November 2005 | 94.4 | Good | Good | Good | Good | - | 306 |
October 2003 | 93.4 | Good | Good | Good | Good | - | 306 |
November 2001 | 94.4 | Good | Good | Good | Good | - | 306 |
November 1999 | 93.4 | Good | Good | Good | Good | - | 306 |
January 1997 | 94.4 | Good | Very Good | Very Good | Good | - | 306 |
November 1995 | 94.4 | Good | Very Good | Very Good | Good | - | 306 |
November 1993 | 93.9 | Good | Excellent | Excellent | Excellent | - | 306 |
October 1991 | 31.3 | Fair | Satisfactory | Fair | Satisfactory | SD | 306 |