Share: 
SR1401 over POLE CAT CREEK
Map
Coordinates:
+35.45709, -77.53325
35°27'26" N, 77°31'60" W
+35.45709, -77.53325
35°27'26" N, 77°31'60" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SR1401 over POLE CAT CREEK |
| Structure number: | 000000000790097 |
| Old structure number: | 000000000079097 (from 1992 edition) |
| Location: | 1.1 MI.E.JCT.SR1400 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 6.9 ft. [2.1 m] |
| Total length: | 26.9 ft. [8.2 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1976 |
| 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: January 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 480 [as of 2013] |
| 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 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: | 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 |
|---|---|---|---|---|
| January 2018 | Fair | 5 out of 10 | 480 | 89.0 |
| January 2016 | Fair | 6 out of 10 | 540 | 99.9 |
| January 2014 | Fair | 6 out of 10 | 540 | 99.9 |
| January 2012 | Fair | 5 out of 10 | 200 | 88.9 |
| January 2010 | Fair | 6 out of 10 | 540 | 99.9 |
| February 2008 | Fair | 6 out of 10 | 540 | 99.9 |
| February 2006 | Fair | 6 out of 10 | 240 | 99.9 |
| December 2003 | Fair | 6 out of 10 | 180 | 100.0 |
| April 2002 | Fair | 6 out of 10 | 430 | 99.9 |
| September 2000 | Fair | 6 out of 10 | 430 | 99.9 |
| July 1998 | Fair | 5 out of 10 | 400 | 88.9 |
| August 1996 | Fair | 5 out of 10 | 250 | 88.9 |
| December 1993 | Fair | 5 out of 10 | 200 | 88.9 |
| January 1992 | Fair | 5 out of 10 | 200 | 88.9 |
© 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/1326550
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1326550