Share: 
US-84 over UNNAMED WATERWAY
Map
Coordinates:
+36.22021, -106.35714
36°13'13" N, 106°21'26" W
+36.22021, -106.35714
36°13'13" N, 106°21'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US-84 over UNNAMED WATERWAY |
| Structure number: | 000000000010066 |
| Location: | 6.05 MI N OF NM 554 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 7.9 ft. [2.4 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: | MS 18 / HS 20 [5] |
| Number of main spans: | 3 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: November 2015
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,298 [as of 2014] |
| Truck traffic: | 12% 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: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| 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: | 80.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $112,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| November 2015 | Good | 7 out of 10 | 3298 | 80.0 |
| November 2011 | Good | 8 out of 10 | 3263 | 80.0 |
| November 2007 | Good | 8 out of 10 | 3611 | 80.0 |
| November 2003 | Good | 8 out of 10 | 2856 | 80.0 |
| November 1999 | Good | 7 out of 10 | 3111 | 80.0 |
| August 1995 | Good | 8 out of 10 | 1970 | 80.0 |
| August 1993 | Good | 8 out of 10 | 2805 | 80.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Culvert | ||||||
| Reinforced Concrete Culvert | linear ft. | 184 | 184 | 0 | 0 | 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/1374157
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1374157