Share: 
SR1491 over SYCAMORE CREEK
Map
Coordinates:
+36.09511, -78.26541
36°05'42" N, 78°15'55" W
+36.09511, -78.26541
36°05'42" N, 78°15'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SR1491 over SYCAMORE CREEK |
| Structure number: | 000000000690157 |
| Old structure number: | 000000000069157 (from 1992 edition) |
| Location: | 0.2MI W. OF JCT NC56 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 13.1 ft. [4.0 m] |
| Total length: | 40.0 ft. [12.2 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1973 |
| 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: April 2017
| Good/Fair/Poor Condition: | Poor |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 100 [as of 1991] |
| Truck traffic: | 6% of total traffic |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Culvert condition: | Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 68.1 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| April 2017 | Poor | 4 out of 10 | 100 | 68.1 |
| April 2015 | Fair | 5 out of 10 | 100 | 89.0 |
| April 2013 | Fair | 5 out of 10 | 100 | 89.0 |
| April 2011 | Fair | 5 out of 10 | 100 | 89.0 |
| April 2009 | Fair | 6 out of 10 | 100 | 100.0 |
| May 2007 | Fair | 6 out of 10 | 100 | 100.0 |
| April 2005 | Fair | 6 out of 10 | 100 | 100.0 |
| July 2003 | Fair | 6 out of 10 | 100 | 100.0 |
| June 2001 | Fair | 6 out of 10 | 100 | 100.0 |
| July 2000 | Fair | 6 out of 10 | 100 | 100.0 |
| February 1998 | Fair | 6 out of 10 | 100 | 100.0 |
| January 1996 | Fair | 6 out of 10 | 100 | 100.0 |
| January 1994 | Fair | 6 out of 10 | 100 | 100.0 |
| December 1991 | Fair | 6 out of 10 | 100 | 100.0 |
© 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/1325870
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1325870