SR1216 over HORSE BRANCH
Map
Coordinates:
+34.55507, -77.9913134°33'18" N, 77°59'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1216 over HORSE BRANCH |
Structure number: | 000000001410005 |
Old structure number: | 000000000141005 (from 1992 edition) |
Location: | 0.5 MI W JCT SR1340 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 39.0 ft. [11.9 m] |
Total length: | 102.0 ft. [31.1 m] |
Roadway width between curbs: | 30.2 ft. [9.2 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1986 |
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: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 960 [as of 2015] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 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: | Equal to present minimum criteria [6] |
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: | 96.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Good | Good | Satisfactory | 960 | 96.1 |
August 2016 | Good | Very Good | Very Good | Good | 960 | 95.1 |
August 2014 | Good | Good | Good | Good | 1000 | 94.9 |
August 2012 | Good | Good | Good | Good | 1000 | 94.9 |
August 2010 | Fair | Satisfactory | Good | Good | 890 | 95.9 |
October 2008 | Fair | Satisfactory | Good | Good | 890 | 95.9 |
October 2006 | Good | Good | Good | Good | 420 | 99.8 |
October 2004 | Good | Good | Good | Good | 420 | 99.8 |
October 2002 | Good | Good | Good | Good | 1100 | 94.8 |
November 2000 | Good | Good | Good | Good | 1100 | 94.8 |
January 1999 | Good | Good | Good | Good | 800 | 95.9 |
February 1997 | Good | Good | Good | Good | 700 | 99.7 |
February 1995 | Good | Good | Good | Good | 700 | 99.7 |
February 1993 | Good | Very Good | Very Good | Good | 550 | 96.8 |
January 1991 | Good | Very Good | Very Good | Good | 550 | 96.8 |