Share: 
SR1512 over BUFFALO BRANCH
Map
Coordinates:
+36.30802, -78.04858
36°18'29" N, 78°02'55" W
+36.30802, -78.04858
36°18'29" N, 78°02'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SR1512 over BUFFALO BRANCH |
| Structure number: | 000000001850112 |
| Old structure number: | 000000000185112 (from 1992 edition) |
| Location: | 2.3 MI W OF NC 43 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 11.2 ft. [3.4 m] |
| Total length: | 39.0 ft. [11.9 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1989 |
| 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: | Steel [3] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: August 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 70 [as of 2015] |
| Truck traffic: | 6% of total traffic |
| Structural 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] |
| Culvert condition: | Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 89.0 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| August 2017 | Fair | 5 out of 10 | 70 | 89.0 |
| August 2015 | Good | 7 out of 10 | 170 | 99.9 |
| September 2013 | Good | 7 out of 10 | 170 | 99.9 |
| October 2011 | Good | 7 out of 10 | 280 | 95.8 |
| October 2009 | Fair | 6 out of 10 | 200 | 95.9 |
| January 2008 | Good | 7 out of 10 | 160 | 99.9 |
| October 2005 | Good | 7 out of 10 | 300 | 99.8 |
| September 2003 | Good | 7 out of 10 | 130 | 99.9 |
| December 2001 | Good | 7 out of 10 | 140 | 99.9 |
| October 2000 | Good | 8 out of 10 | 150 | 99.9 |
| June 1998 | Good | 8 out of 10 | 150 | 99.9 |
| February 1996 | Good | 8 out of 10 | 150 | 99.9 |
| February 1994 | Good | 8 out of 10 | 150 | 99.9 |
| September 1991 | Good | 8 out of 10 | 200 | 99.9 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1338009
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1338009