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Ellisville Drive over Stream
Map
Coordinates:
+38.04202, -78.00461
38°02'31" N, 78°00'17" W
+38.04202, -78.00461
38°02'31" N, 78°00'17" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | Ellisville Drive over Stream |
| Structure number: | 000000000011539 |
| Location: | .83 From 1006 &.63 To 731 |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 7.9 ft. [2.4 m] |
| Total length: | 24.9 ft. [7.6 m] |
| Skew angle: | 12° |
| Owner: | State Highway Agency [01] |
| Year built: | 1988 |
| Year reconstructed: | 2012 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| 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: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,415 [as of 2014] |
| Truck traffic: | 2% of total traffic |
| Structural appraisal: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| 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: | 97.5 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| January 2018 | Good | 7 out of 10 | 1415 | 97.5 |
| January 2016 | Good | 8 out of 10 | 1415 | 97.5 |
| January 2014 | Good | 8 out of 10 | 1312 | 97.6 |
| January 2012 | Good | 9 out of 10 | 1312 | 98.6 |
| March 2011 | Poor | 3 out of 10 | 1312 | 53.1 |
| September 2009 | Poor | 4 out of 10 | 1312 | 70.9 |
| September 2008 | Poor | 4 out of 10 | 1276 | 71.0 |
| September 2006 | Fair | 5 out of 10 | 1446 | 87.2 |
| September 2004 | Fair | 6 out of 10 | 1378 | 98.5 |
| September 2002 | Fair | 6 out of 10 | 1280 | 98.6 |
| September 2000 | Fair | 6 out of 10 | 903 | 99.0 |
| September 1998 | Fair | 6 out of 10 | 903 | 99.0 |
| September 1996 | Fair | 6 out of 10 | 878 | 99.1 |
| September 1994 | Fair | 6 out of 10 | 1163 | 98.8 |
| September 1992 | Good | 7 out of 10 | 745 | 99.2 |
| September 1990 | Good | 7 out of 10 | 745 | 99.2 |
© 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/1577291
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1577291