SR1224 over JOYCE CREEK
Map
Coordinates:
+36.44692, -76.2939336°26'49" N, 76°17'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1224 over JOYCE CREEK |
Structure number: | 000000000290002 |
Location: | .01 MI.S. OF JCT SR1217 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 46.9 ft. [14.3 m] |
Total length: | 129.9 ft. [39.6 m] |
Roadway width between curbs: | 26.9 ft. [8.2 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 2007 |
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: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 540 [as of 2013] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 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: | Better than present minimum criteria [7] |
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] |
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 | Fair | Satisfactory | Satisfactory | Good | 540 | 95.9 |
November 2016 | Fair | Fair | Fair | Good | 540 | 83.8 |
November 2014 | Fair | Fair | Fair | Good | 540 | 83.8 |
November 2012 | Good | Good | Good | Good | 1700 | 87.4 |
November 2010 | Good | Very Good | Very Good | Very Good | 2000 | 87.4 |
November 2008 | Good | Good | Good | Very Good | 2200 | 85.3 |
November 2006 | Poor | Poor | Poor | Fair | 1800 | 13.8 |
October 2004 | Poor | Poor | Poor | Fair | 1800 | 13.8 |
October 2002 | Poor | Poor | Poor | Fair | 1600 | 14.6 |
December 2000 | Poor | Poor | Poor | Fair | 770 | 17.9 |
December 1998 | Poor | Poor | Poor | Fair | 1300 | 15.8 |
November 1990 | Poor | Poor | Poor | Fair | 1000 | 22.6 |