SR1112 over ROQUIST CREEK
Map
Coordinates:
+36.01052, -77.0477836°00'38" N, 77°02'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1112 over ROQUIST CREEK |
Structure number: | 000000000150015 |
Location: | 0.3 MI.S. OF SR1113 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 37.1 ft. [11.3 m] |
Total length: | 100.1 ft. [30.5 m] |
Roadway width between curbs: | 26.9 ft. [8.2 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 2013 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 410 [as of 2013] |
Truck traffic: | 6% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 95.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Very Good | Very Good | Very Good | 410 | 95.5 |
June 2016 | Good | Very Good | Very Good | Very Good | 410 | 95.5 |
June 2014 | Good | Very Good | Very Good | Very Good | 350 | 95.4 |
May 2013 | Good | Very Good | Very Good | Very Good | 410 | 95.3 |
August 2012 | Poor | Satisfactory | Satisfactory | Poor | 410 | 30.1 |
August 2010 | Poor | Satisfactory | Satisfactory | Poor | 410 | 29.8 |
August 2008 | Poor | Fair | Fair | Poor | 330 | 29.3 |
December 2006 | Poor | Good | Good | Poor | 400 | 14.7 |
June 2004 | Poor | Good | Good | Poor | 400 | 14.7 |
August 2002 | Fair | Good | Good | Satisfactory | 400 | 14.7 |
August 2000 | Fair | Good | Good | Satisfactory | 40 | 72.7 |
August 1998 | Fair | Good | Good | Satisfactory | 80 | 72.6 |
July 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 80 | 77.7 |