LEHMAN ROAD over BIG CREEK A DRAIN
Map
Coordinates:
+44.09239, -83.8270844°05'33" N, 83°49'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LEHMAN ROAD over BIG CREEK A DRAIN |
Structure number: | 000000000000467 |
Old structure number: | 06307H00028B010 (from 1992 edition) |
Location: | 0.4 MI S OF TOWNSEND |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 29.9 ft. [9.1 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 29.2 ft. [8.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 1974 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Wood or timber [7] |
Main span design: | Slab [01] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 135 [as of 1998] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 83.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Fair | Fair | Good | 135 | 83.0 |
August 2016 | Fair | Fair | Satisfactory | Good | 135 | 94.0 |
August 2014 | Fair | Satisfactory | Satisfactory | Good | 135 | 95.0 |
August 2012 | Fair | Good | Satisfactory | Good | 135 | 95.0 |
August 2010 | Fair | Good | Satisfactory | Good | 135 | 95.0 |
October 2008 | Fair | Good | Satisfactory | Good | 135 | 95.0 |
October 2006 | Fair | Good | Satisfactory | Good | 135 | 95.0 |
November 2004 | Good | Good | Good | Very Good | 135 | 95.0 |
November 2002 | Good | Good | Good | Very Good | 135 | 95.0 |
December 2000 | Good | Good | Good | Very Good | 135 | 95.0 |
June 1998 | Good | Good | Good | Very Good | 135 | 95.0 |
August 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 80 | 95.0 |
March 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 80 | 94.1 |
March 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 80 | 94.1 |
January 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 80 | 94.1 |