Share: 
SR1306 over BR.OF LIVERMAN CREEK
Map
Coordinates:
+36.48018, -76.99902
36°28'49" N, 76°59'56" W
+36.48018, -76.99902
36°28'49" N, 76°59'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SR1306 over BR.OF LIVERMAN CREEK |
| Structure number: | 000000000910001 |
| Location: | 0.6 MI.W. OF JCT.SR1308 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 12.1 ft. [3.7 m] |
| Total length: | 25.9 ft. [7.9 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1993 |
| 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: November 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 90 [as of 2015] |
| 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: | Equal to present minimum criteria [6] |
| 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: | 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 |
|---|---|---|---|---|
| November 2018 | Fair | 5 out of 10 | 90 | 89.0 |
| November 2016 | Fair | 5 out of 10 | 110 | 88.9 |
| November 2014 | Fair | 5 out of 10 | 110 | 88.9 |
| November 2012 | Fair | 5 out of 10 | 150 | 88.9 |
| November 2010 | Fair | 6 out of 10 | 110 | 100.0 |
| December 2008 | Fair | 6 out of 10 | 130 | 99.9 |
| September 2007 | Fair | 6 out of 10 | 130 | 99.9 |
| July 2005 | Good | 7 out of 10 | 120 | 99.9 |
| July 2003 | Good | 7 out of 10 | 180 | 99.9 |
| August 2001 | Good | 7 out of 10 | 80 | 100.0 |
| August 1999 | Good | 7 out of 10 | 130 | 99.9 |
| October 1991 | Fair | N out of 10 | 200 | 75.3 |
© 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/1328350
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1328350