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Willow Run Pkwy over Local Drainage
Map
Coordinates:
+39.92485, -105.01624
39°55'29" N, 105°00'58" W
+39.92485, -105.01624
39°55'29" N, 105°00'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | Willow Run Pkwy over Local Drainage |
| Structure number: | BFD-WILLOW-ZUNI |
| Location: | 200 FT W of ZUNI |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 17.1 ft. [5.2 m] |
| Total length: | 35.1 ft. [10.7 m] |
| Deck width edge-to-edge: | 74.5 ft. [22.7 m] |
| Skew angle: | 45° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1999 |
| 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 [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: January 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,753 [as of 2016] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| 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: | 96.7 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| January 2017 | Good | 7 out of 10 | 1753 | 96.7 |
| January 2015 | Good | 7 out of 10 | 1743 | 96.7 |
| January 2013 | Good | 7 out of 10 | 1743 | 96.7 |
| December 2010 | Good | 7 out of 10 | 1954 | 96.7 |
| December 2008 | Good | 7 out of 10 | 1954 | 96.7 |
| December 2006 | Good | 7 out of 10 | 1570 | 96.7 |
| December 2004 | Good | 7 out of 10 | 1570 | 96.8 |
| November 2002 | Good | 7 out of 10 | 1570 | 99.7 |
| February 2000 | Good | 7 out of 10 | 150 | 96.7 |
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. | 211 | 175 | 34 | 2 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 70 | 0 | 70 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 70 | 0 | 0 | 0 | 70 |
© 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/1064780
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1064780