Share: 
SR1454 over PINE LOG CREEK
Map
Coordinates:
+35.13654, -80.27646
35°08'12" N, 80°16'35" W
+35.13654, -80.27646
35°08'12" N, 80°16'35" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SR1454 over PINE LOG CREEK |
| Structure number: | 000000000070197 |
| Old structure number: | 000000000007197 (from 1992 edition) |
| Location: | 0.9 MI. W. JCT. NC742 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 12.1 ft. [3.7 m] |
| Total length: | 39.0 ft. [11.9 m] |
| Skew angle: | 15° |
| Owner: | State Highway Agency [01] |
| Year built: | 1992 |
| 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: | Concrete continuous [2] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: January 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 90 [as of 2013] |
| Truck traffic: | 6% of total traffic |
| Structural appraisal: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 99.0 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| January 2018 | Good | 7 out of 10 | 90 | 99.0 |
| January 2016 | Good | 7 out of 10 | 70 | 99.0 |
| January 2014 | Good | 7 out of 10 | 70 | 99.0 |
| April 2012 | Good | 7 out of 10 | 90 | 99.0 |
| April 2010 | Good | 8 out of 10 | 70 | 100.0 |
| August 2008 | Good | 8 out of 10 | 70 | 100.0 |
| July 2006 | Good | 8 out of 10 | 80 | 100.0 |
| May 2004 | Good | 8 out of 10 | 70 | 100.0 |
| June 2002 | Good | 8 out of 10 | 70 | 100.0 |
| July 2000 | Good | 8 out of 10 | 70 | 100.0 |
| July 1998 | Good | 8 out of 10 | 100 | 100.0 |
| August 1996 | Good | 8 out of 10 | 100 | 100.0 |
| July 1994 | Good | 9 out of 10 | 90 | 100.0 |
| July 1992 | Good | 8 out of 10 | 50 | 100.0 |
| April 1991 | Poor | N out of 10 | 60 | 26.5 |
© 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/1319787
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1319787