SR 154 over MIDDLE RUN
Map
Coordinates:
+40.76596, -80.7165240°45'57" N, 80°42'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 154 over MIDDLE RUN |
Structure number: | 1503405 |
Location: | 0.56 MI E OF SR 11 |
Purpose: | Carries highway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 73.2 ft. [22.3 m] |
Total length: | 73.2 ft. [22.3 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 38.1 ft. [11.6 m] |
Skew angle: | 17° |
Owner: | State Highway Agency [01] |
Year built: | 2008 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 22.5 / HS 25 [9] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,373 [as of 2015] |
Truck traffic: | 12% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Excellent [9 out of 9] |
Substructure condition: | Excellent [9 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 77.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Very Good | Excellent | Excellent | 1373 | 77.3 |
May 2017 | Good | Excellent | Excellent | Excellent | 1373 | 77.3 |
April 2016 | Good | Excellent | Excellent | Excellent | 1373 | 77.3 |
June 2015 | Good | Excellent | Excellent | Excellent | 2470 | 75.1 |
March 2014 | Good | Excellent | Excellent | Excellent | 2470 | 75.1 |
October 2012 | Good | Excellent | Excellent | Excellent | 2470 | 75.1 |
August 2011 | Good | Excellent | Excellent | Excellent | 2470 | 75.1 |
August 2010 | Good | Excellent | Excellent | Excellent | 2470 | 75.1 |
August 2009 | Good | Excellent | Excellent | Excellent | 2990 | 74.1 |
August 2008 | Good | Excellent | Excellent | Excellent | 2990 | 74.1 |