SR1221 over MILL CREEK
Map
Coordinates:
+36.24074, -76.4316736°14'27" N, 76°25'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1221 over MILL CREEK |
Structure number: | 000000001430007 |
Old structure number: | 000000000143007 (from 1992 edition) |
Location: | 0.1 MI S. JCT SR1222 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 71.9 ft. [21.9 m] |
Total length: | 75.1 ft. [22.9 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: | 2016 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Main span material: | Prestressed concrete [5] |
Main span design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 630 [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: | 95.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Good | Good | Good | Good | 630 | 95.9 |
November 2016 | Good | Very Good | Very Good | Very Good | 630 | 95.9 |
November 2015 | Poor | Fair | Poor | Poor | 630 | 31.7 |
November 2013 | Poor | Fair | Poor | Poor | 630 | 31.7 |
November 2011 | Fair | Fair | Fair | Fair | 510 | 47.2 |
November 2009 | Fair | Fair | Fair | Fair | 540 | 46.9 |
November 2007 | Fair | Fair | Fair | Fair | 1000 | 40.4 |
November 2005 | Fair | Fair | Fair | Fair | 530 | 47.8 |
September 2003 | Fair | Fair | Fair | Fair | 470 | 47.8 |
December 2001 | Fair | Fair | Fair | Fair | 450 | 47.0 |
January 2000 | Fair | Fair | Fair | Fair | 380 | 48.1 |
January 1998 | Fair | Fair | Fair | Fair | 380 | 48.9 |
January 1996 | Fair | Fair | Fair | Fair | 380 | 48.1 |
February 1994 | Fair | Fair | Fair | Fair | 380 | 48.1 |
January 1992 | Fair | Fair | Fair | Fair | 300 | 48.2 |