SR1427 over WICCACON RIVER
Map
Coordinates:
+36.31692, -76.8927936°19'01" N, 76°53'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1427 over WICCACON RIVER |
Structure number: | 000000000910040 |
Old structure number: | 000000000091040 (from 1992 edition) |
Location: | 0.9 MI. N. JCT. SR1429 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 64.0 ft. [19.5 m] |
Total length: | 245.1 ft. [74.7 m] |
Roadway width between curbs: | 28.2 ft. [8.6 m] |
Deck width edge-to-edge: | 31.5 ft. [9.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 1994 |
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: | 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: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 550 [as of 2012] |
Truck traffic: | 6% 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: | Better than present minimum criteria [7] |
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: | 98.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Good | Good | Good | Good | 550 | 98.6 |
September 2015 | Good | Good | Good | Good | 550 | 98.4 |
September 2013 | Good | Good | Good | Good | 550 | 98.4 |
September 2011 | Good | Good | Good | Good | 530 | 98.4 |
September 2009 | Good | Good | Good | Good | 420 | 98.5 |
September 2007 | Good | Good | Good | Good | 420 | 98.5 |
August 2005 | Good | Good | Good | Good | 590 | 98.4 |
July 2003 | Good | Very Good | Very Good | Very Good | 640 | 98.3 |
August 2001 | Good | Very Good | Very Good | Very Good | 870 | 90.5 |
October 1999 | Good | Very Good | Very Good | Very Good | 450 | 98.5 |
December 1997 | Good | Very Good | Very Good | Good | 490 | 98.5 |
October 1995 | Good | Very Good | Very Good | Very Good | 490 | 98.5 |
August 1994 | Good | Very Good | Very Good | Very Good | 490 | 71.4 |
February 1994 | Fair | Fair | Fair | Fair | 275 | 42.3 |
December 1991 | Fair | Fair | Fair | Fair | 400 | 41.9 |