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SR1131 over LITTLE CHINQUAPIN CR.
Map
Coordinates:
+35.06294, -77.48041
35°03'47" N, 77°28'49" W
+35.06294, -77.48041
35°03'47" N, 77°28'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SR1131 over LITTLE CHINQUAPIN CR. |
| Structure number: | 000000001030053 |
| Old structure number: | 000000000103053 (from 1992 edition) |
| Location: | 0.2 MI SW OF JCT SR-1130 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 12.1 ft. [3.7 m] |
| Total length: | 24.9 ft. [7.6 m] |
| Skew angle: | 10° |
| 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: | 2 |
| Main spans material: | Steel [3] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: February 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 210 [as of 2012] |
| 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 minimum criteria [6] |
| 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] |
| 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: | 88.9 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| February 2018 | Fair | 5 out of 10 | 210 | 88.9 |
| February 2016 | Fair | 5 out of 10 | 210 | 88.9 |
| February 2014 | Fair | 5 out of 10 | 210 | 88.9 |
| July 2012 | Fair | 5 out of 10 | 220 | 88.9 |
| August 2010 | Fair | 6 out of 10 | 220 | 99.9 |
| October 2008 | Fair | 6 out of 10 | 240 | 99.9 |
| October 2006 | Fair | 6 out of 10 | 260 | 99.9 |
| October 2004 | Fair | 6 out of 10 | 260 | 99.9 |
| October 2002 | Good | 8 out of 10 | 190 | 100.0 |
| January 2001 | Good | 8 out of 10 | 190 | 99.9 |
| November 1998 | Good | 8 out of 10 | 200 | 99.9 |
| October 1996 | Good | 8 out of 10 | 250 | 99.9 |
| November 1994 | Good | 8 out of 10 | 250 | 99.9 |
| October 1992 | Good | 8 out of 10 | 300 | 99.9 |
| January 1992 | - | N out of 10 | 300 | 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/1329511
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1329511