SR1301 over SANDY RUN
Map
Coordinates:
+35.53173, -77.6523435°31'54" N, 77°39'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1301 over SANDY RUN |
Structure number: | 000000000790008 |
Old structure number: | 000000000079008 (from 1992 edition) |
Location: | 0.4 MI. S. OF JCT. SR1324 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 59.1 ft. [18.0 m] |
Total length: | 117.1 ft. [35.7 m] |
Roadway width between curbs: | 27.2 ft. [8.3 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 2015 |
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: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 310 [as of 2012] |
Truck traffic: | 6% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
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: | 99.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Good | Very Good | Very Good | Very Good | 310 | 99.9 |
December 2015 | Poor | Satisfactory | Satisfactory | Poor | 310 | 30.6 |
December 2013 | Poor | Satisfactory | Satisfactory | Poor | 310 | 30.6 |
December 2011 | Poor | Fair | Fair | Poor | 550 | 28.2 |
December 2009 | Fair | Good | Fair | Fair | 320 | 56.4 |
May 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 320 | 66.4 |
March 2006 | Fair | Satisfactory | Satisfactory | Fair | 320 | 59.7 |
November 2003 | Fair | Satisfactory | Satisfactory | Fair | 360 | 59.7 |
April 2002 | Fair | Satisfactory | Satisfactory | Fair | 370 | 56.4 |
August 2000 | Fair | Satisfactory | Satisfactory | Fair | 370 | 59.7 |
July 1998 | Fair | Satisfactory | Satisfactory | Fair | 230 | 64.3 |
June 1996 | Fair | Satisfactory | Satisfactory | Fair | 200 | 59.3 |
May 1994 | Fair | Satisfactory | Satisfactory | Fair | 100 | 61.5 |
September 1992 | Fair | Satisfactory | Satisfactory | Fair | 120 | 58.8 |
August 1990 | Fair | Satisfactory | Satisfactory | Fair | 300 | 51.7 |