SR1232 over WARWICK CREEK
Map
Coordinates:
+36.31371, -76.6568536°18'49" N, 76°39'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1232 over WARWICK CREEK |
Structure number: | 000000000410008 |
Location: | 0.4MI.N. OF JCT.SR1233 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 44.9 ft. [13.7 m] |
Total length: | 89.9 ft. [27.4 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 27.2 ft. [8.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1988 |
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: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 140 [as of 2015] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 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: | 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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 94.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Satisfactory | Good | Satisfactory | 140 | 94.4 |
November 2016 | Good | Good | Good | Good | 110 | 94.4 |
November 2014 | Good | Good | Good | Good | 110 | 94.4 |
November 2012 | Good | Good | Good | Good | 110 | 94.4 |
November 2010 | Good | Good | Good | Good | 170 | 94.4 |
November 2008 | Fair | Satisfactory | Fair | Good | 150 | 83.4 |
December 2006 | Good | Good | Good | Good | 180 | 94.4 |
November 2004 | Good | Good | Good | Good | 180 | 94.4 |
November 2002 | Good | Good | Good | Good | 190 | 94.4 |
December 2000 | Good | Good | Good | Good | 90 | 99.9 |
January 1999 | Good | Good | Good | Good | 90 | 99.9 |
December 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 180 | 92.1 |