BUFFENMEYER ROAD over NS RR MAINLINE
Map
Coordinates:
+40.31230, -79.4597040°18'44" N, 79°27'35" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BUFFENMEYER ROAD over NS RR MAINLINE |
Structure number: | 000000000036969 |
Old structure number: | 647217069983170 (from 1992 edition) |
Location: | 1 MI N OF MT VIEW SCHOOL |
Purpose: | Carries highway over railroad |
Route classification: | Local (Rural) [09] |
Length of largest span: | 92.9 ft. [28.3 m] |
Total length: | 92.9 ft. [28.3 m] |
Roadway width between curbs: | 18.0 ft. [5.5 m] |
Deck width edge-to-edge: | 22.0 ft. [6.7 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Owner: | Railroad [27] |
Year built: | 1906 |
Year reconstructed: | 1994 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 200 [as of 2005] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Serious [3 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 13.8 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $186,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Poor | Satisfactory | Serious | Satisfactory | 200 | 13.8 |
October 2015 | Poor | Satisfactory | Poor | Satisfactory | 200 | 15.9 |
October 2013 | Poor | Satisfactory | Poor | Satisfactory | 200 | 15.9 |
October 2011 | Poor | Satisfactory | Poor | Satisfactory | 200 | 22.7 |
October 2010 | Poor | Satisfactory | Poor | Satisfactory | 200 | 22.7 |
October 2009 | Fair | Satisfactory | Fair | Satisfactory | 200 | 38.2 |
October 2008 | Fair | Satisfactory | Fair | Satisfactory | 200 | 38.2 |
October 2007 | Fair | Satisfactory | Fair | Satisfactory | 200 | 38.2 |
October 2005 | Fair | Satisfactory | Fair | Satisfactory | 200 | 41.0 |
October 2003 | Fair | Satisfactory | Fair | Satisfactory | 200 | 42.0 |
October 2001 | Fair | Satisfactory | Fair | Good | 200 | 45.8 |
October 1999 | Fair | Satisfactory | Fair | Good | 50 | 55.0 |
October 1997 | Fair | Satisfactory | Fair | Good | 50 | 53.0 |
December 1994 | Good | Very Good | Good | Good | 50 | 49.0 |