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AURORA PARKWAY over EAST TOLLGATE CREEK
Map
Coordinates:
+39.61268, -104.71040
39°36'46" N, 104°42'37" W
+39.61268, -104.71040
39°36'46" N, 104°42'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | AURORA PARKWAY over EAST TOLLGATE CREEK |
| Structure number: | AUR22.9-T.8 |
| Location: | 2 MI SOUTH OF QUINCY |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 29.2 ft. [8.9 m] |
| Total length: | 29.2 ft. [8.9 m] |
| Roadway width between curbs: | 76.1 ft. [23.2 m] |
| Deck width edge-to-edge: | 185.7 ft. [56.6 m] |
| Skew angle: | 47° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 2005 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Concrete [1] |
| Main span design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: October 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 11,314 [as of 2013] |
| Truck traffic: | 5% of total traffic |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| 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: | 96.9 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| October 2017 | Fair | 6 out of 10 | 11314 | 96.9 |
| October 2015 | Fair | 6 out of 10 | 11314 | 96.9 |
| October 2013 | Fair | 6 out of 10 | 11314 | 96.9 |
| October 2011 | Good | 7 out of 10 | 19501 | 96.1 |
| November 2009 | Good | 7 out of 10 | 19501 | 93.1 |
| October 2007 | Good | 7 out of 10 | 15912 | 93.5 |
| October 2005 | Good | 7 out of 10 | 15912 | 59.4 |
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. | 272 | 207 | 29 | 36 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 58 | 53 | 5 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 58 | 53 | 5 | 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/1064404
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1064404