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Daley Street over Niobrara River
Map
Coordinates:
+42.76797, -104.45666
42°46'05" N, 104°27'24" W
+42.76797, -104.45666
42°46'05" N, 104°27'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | Daley Street over Niobrara River |
| Structure number: | FEQ |
| Location: | Lusk |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 21.3 ft. [6.5 m] |
| Roadway width between curbs: | 32.2 ft. [9.8 m] |
| Deck width edge-to-edge: | 41.0 ft. [12.5 m] |
| Skew angle: | 15° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1986 |
| 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: | 2 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Culvert [19] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: April 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 594 [as of 2016] |
| Truck traffic: | 5% of total traffic |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| 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: | 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: | 99.9 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $33,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| April 2017 | Good | 7 out of 10 | 594 | 99.9 |
| April 2015 | Good | 7 out of 10 | 200 | 100.0 |
| March 2013 | Good | 7 out of 10 | 200 | 100.0 |
| March 2011 | Good | 7 out of 10 | 200 | 100.0 |
| March 2009 | Good | 7 out of 10 | 200 | 100.0 |
| March 2007 | Good | 7 out of 10 | 180 | 98.0 |
| March 2005 | Good | 7 out of 10 | 1770 | 96.9 |
| April 2003 | Good | 7 out of 10 | 1770 | 96.9 |
| March 2001 | Good | 7 out of 10 | 1770 | 96.9 |
| March 1999 | Good | 7 out of 10 | 1770 | 96.9 |
| April 1997 | Good | 7 out of 10 | 1770 | 96.9 |
| May 1995 | Poor | 4 out of 10 | 1770 | 69.8 |
| May 1993 | Good | 7 out of 10 | 1770 | 96.9 |
| May 1991 | Good | 7 out of 10 | 1770 | 96.9 |
© 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/1620748
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1620748