T-437 F MOUNTAIN R over KISHACOQUILLAS CREEK
Map
Coordinates:
+40.60510, -77.7000040°36'18" N, 77°42'00" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | T-437 F MOUNTAIN R over KISHACOQUILLAS CREEK |
Structure number: | 000000000026647 |
Old structure number: | 447209043701240 (from 1992 edition) |
Location: | INTER OF T-437 & T-362 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 85.0 ft. [25.9 m] |
Total length: | 86.9 ft. [26.5 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 31.5 ft. [9.6 m] |
Skew angle: | 28° |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1977 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,000 [as of 2017] |
Truck traffic: | 15% of total traffic |
Deck condition: | Satisfactory [6 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] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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: | 75.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Satisfactory | Good | Good | 1000 | 75.7 |
July 2015 | Fair | Satisfactory | Good | Good | 1000 | 75.7 |
July 2013 | Good | Good | Good | Good | 1000 | 85.6 |
July 2011 | Good | Good | Good | Good | 1000 | 84.3 |
July 2009 | Good | Good | Good | Good | 1000 | 84.3 |
July 2007 | Good | Good | Good | Good | 1000 | 86.6 |
July 2005 | Good | Good | Good | Good | 1000 | 86.6 |
July 2003 | Good | Good | Good | Good | 1000 | 86.6 |
July 2001 | Good | Good | Good | Good | 1000 | 85.6 |
July 1999 | Good | Good | Good | Good | 1000 | 85.6 |
July 1997 | Good | Good | Good | Good | 1000 | 85.6 |
July 1995 | Fair | Good | Good | Satisfactory | 1000 | 86.6 |
July 1993 | Fair | Good | Good | Satisfactory | 1000 | 86.6 |
August 1991 | Fair | Good | Good | Satisfactory | 1000 | 86.6 |