SR1219 over CASHIE RIVER
Map
Coordinates:
+36.12407, -77.1211136°07'27" N, 77°07'16" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1219 over CASHIE RIVER |
Structure number: | 000000000150011 |
Old structure number: | 000000000015011 (from 1992 edition) |
Location: | 1.0 MI N JCT NC308 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 48.9 ft. [14.9 m] |
Total length: | 160.1 ft. [48.8 m] |
Roadway width between curbs: | 33.1 ft. [10.1 m] |
Deck width edge-to-edge: | 36.1 ft. [11.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 2006 |
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: | 4 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 340 [as of 2015] |
Truck traffic: | 6% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
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: | 88.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Very Good | Very Good | Fair | 340 | 88.7 |
July 2016 | Good | Good | Good | Good | 380 | 99.7 |
July 2014 | Good | Very Good | Very Good | Good | 410 | 99.6 |
July 2012 | Good | Good | Good | Good | 420 | 99.6 |
July 2010 | Good | Good | Very Good | Very Good | 350 | 99.7 |
July 2008 | Good | Good | Very Good | Very Good | 430 | 99.6 |
December 2006 | Good | Very Good | Very Good | Very Good | 430 | 99.6 |
June 2004 | Poor | Poor | Serious | Fair | 350 | 26.0 |
September 2002 | Poor | Poor | Serious | Fair | 400 | 25.7 |
August 2000 | Fair | Fair | Fair | Fair | 500 | 26.3 |
September 1998 | Poor | Poor | Serious | Fair | 400 | 25.7 |
September 1996 | Poor | Satisfactory | Fair | Poor | 350 | 29.3 |
September 1994 | Poor | Satisfactory | Fair | Poor | 400 | 28.2 |
December 1993 | Poor | Poor | Fair | Fair | 335 | 40.6 |
September 1992 | Poor | Poor | Fair | Fair | 335 | 40.6 |
August 1990 | Poor | Poor | Poor | Poor | 100 | 39.7 |