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DANIEL ROAD over BRANCH of BLAND CREEK
Map
Coordinates:
+37.14047, -77.95199
37°08'26" N, 77°57'07" W
+37.14047, -77.95199
37°08'26" N, 77°57'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | DANIEL ROAD over BRANCH of BLAND CREEK |
| Structure number: | 000000000012839 |
| Location: | .75 FR 609 & .75 TO 669 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 13.5 ft. [4.1 m] |
| Total length: | 22.6 ft. [6.9 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1972 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 18 / H 20 [4] |
| Main span material: | Steel [3] |
| Main span design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: September 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 168 [as of 2014] |
| 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 minimum criteria [6] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| 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 assessed or calculated scour condition. [5] |
| Sufficiency rating: | 87.9 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $41,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| September 2017 | Fair | 5 out of 10 | 168 | 87.9 |
| September 2015 | Fair | 5 out of 10 | 168 | 88.9 |
| September 2013 | Fair | 5 out of 10 | 184 | 88.9 |
| September 2011 | Fair | 5 out of 10 | 184 | 88.9 |
| September 2009 | Fair | 5 out of 10 | 184 | 88.9 |
| September 2007 | Fair | 5 out of 10 | 118 | 89.0 |
| September 2005 | Fair | 5 out of 10 | 118 | 89.0 |
| September 2003 | Fair | 5 out of 10 | 118 | 89.0 |
| September 2001 | Fair | 5 out of 10 | 106 | 89.0 |
| September 1999 | Fair | 5 out of 10 | 106 | 89.0 |
| September 1997 | Fair | 5 out of 10 | 106 | 89.0 |
| September 1995 | Fair | 5 out of 10 | 112 | 89.0 |
| September 1993 | Fair | 6 out of 10 | 112 | 99.0 |
| September 1991 | Good | 8 out of 10 | 74 | 96.0 |
© 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/1577934
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1577934