LEBANON RD over BALDWIN RD,RR,RAMP ST,CR
Map
Coordinates:
+40.38471, -79.9329540°23'05" N, 79°55'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | LEBANON RD over BALDWIN RD,RR,RAMP ST,CR |
Structure number: | 000000000001302 |
Old structure number: | 020885021000000 (from 1992 edition) |
Location: | 1/2 MI. N.W.OF SR2045 |
Purpose: | Carries highway over highway, waterway, and railroad |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 102.0 ft. [31.1 m] |
Total length: | 502.0 ft. [153.0 m] |
Roadway width between curbs: | 56.1 ft. [17.1 m] |
Deck width edge-to-edge: | 61.7 ft. [18.8 m] |
Vertical clearance below bridge: | 17.4 ft. [5.3 m] |
Skew angle: | 99° |
Owner: | State Highway Agency [01] |
Year built: | 1963 |
Year reconstructed: | 2011 |
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: | 6 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Other [9] |
Latest Available Inspection: August 2015
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 18,649 [as of 2014] |
Truck traffic: | 8% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 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] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Inventory rating: | 27.0 tons [24.5 metric tons] |
Sufficiency rating: | 86.0 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $5,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
August 2015 | 86.0 | Good | Good | Good | Good | - | 18649 |
August 2013 | 86.2 | Good | Very Good | Good | Good | - | 17534 |
January 2012 | 88.3 | Good | Very Good | Good | Good | - | 11215 |
August 2009 | 35.0 | Poor | Fair | Poor | Poor | SD | 13118 |
August 2007 | 59.1 | Poor | Fair | Poor | Poor | SD | 30043 |
August 2005 | 59.9 | Poor | Fair | Poor | Poor | SD | 29272 |
August 2003 | 57.9 | Poor | Poor | Poor | Poor | SD | 29021 |
August 2001 | 57.9 | Poor | Poor | Poor | Poor | SD | 29698 |
September 1999 | 57.9 | Poor | Poor | Poor | Poor | SD | 29698 |
September 1997 | 76.8 | Poor | Poor | Fair | Fair | SD | 28094 |
September 1995 | 75.8 | Poor | Poor | Fair | Fair | SD | 26924 |
September 1993 | 75.8 | Poor | Poor | Fair | Fair | SD | 26082 |
September 1991 | 75.8 | Poor | Poor | Fair | Fair | SD | 24412 |