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MILLICENT WAY over LATERAL C-6
Map
Coordinates:
+32.42500, -93.71330
32°25'30" N, 93°42'48" W
+32.42500, -93.71330
32°25'30" N, 93°42'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | MILLICENT WAY over LATERAL C-6 |
| Structure number: | 040932255934281 |
| Location: | 0.34 MI SW OF LA 1 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 24.9 ft. [7.6 m] |
| Total length: | 24.9 ft. [7.6 m] |
| Roadway width between curbs: | 40.7 ft. [12.4 m] |
| Deck width edge-to-edge: | 102.0 ft. [31.1 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1978 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Steel [3] |
| Main span design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: April 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,214 [as of 1996] |
| Structural appraisal: | Unknown [*] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
| 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] |
| Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 59.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $177,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| April 2017 | Fair | 6 out of 10 | 8214 | 59.0 |
| April 2015 | Fair | 6 out of 10 | 8214 | 59.0 |
| April 2013 | Good | 7 out of 10 | 8214 | 61.0 |
| April 2011 | Good | 7 out of 10 | 8214 | 61.0 |
| April 2009 | Good | 7 out of 10 | 8214 | 61.0 |
| March 2007 | Good | 8 out of 10 | 8214 | 61.0 |
| March 2005 | Good | 8 out of 10 | 8214 | 61.0 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Culvert | ||||||
| Steel Culvert | linear ft. | 120 | 0 | 120 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 3,770 | 3,770 | 0 | 0 | 0 |
© Copyright 2012-19, 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/1224938
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1224938