Share: 
SR1320 over CYPRESS CREEK
Map
Coordinates:
+36.51631, -77.45418
36°30'59" N, 77°27'15" W
+36.51631, -77.45418
36°30'59" N, 77°27'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SR1320 over CYPRESS CREEK |
| Structure number: | 000000001310003 |
| Old structure number: | 000000000131003 (from 1992 edition) |
| Location: | 0.5 MI. E. OF JCT. SR1319 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 33.1 ft. [10.1 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: January 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 160 [as of 2011] |
| Truck traffic: | 6% of total traffic |
| Structural appraisal: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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: | 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: | 100.0 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| January 2017 | Good | 7 out of 10 | 160 | 100.0 |
| January 2015 | Good | 7 out of 10 | 160 | 100.0 |
| January 2013 | Good | 7 out of 10 | 160 | 100.0 |
| January 2011 | Good | 7 out of 10 | 130 | 100.0 |
| January 2009 | Good | 7 out of 10 | 130 | 100.0 |
| January 2007 | Good | 7 out of 10 | 210 | 100.0 |
| January 2005 | Good | 7 out of 10 | 210 | 100.0 |
| December 2002 | Good | 7 out of 10 | 210 | 100.0 |
| January 2001 | Good | 7 out of 10 | 200 | 100.0 |
| February 1999 | Good | 7 out of 10 | 190 | 100.0 |
| April 1997 | Good | 7 out of 10 | 220 | 99.9 |
| March 1995 | Good | 7 out of 10 | 160 | 100.0 |
| February 1993 | Good | 7 out of 10 | 70 | 100.0 |
| February 1991 | Good | 7 out of 10 | 70 | 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/1332588
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1332588