Share: 
CITY STREET over WILLARD CANAL
Map
Coordinates:
+41.26772, -112.01322
41°16'04" N, 112°00'48" W
+41.26772, -112.01322
41°16'04" N, 112°00'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | CITY STREET over WILLARD CANAL |
| Structure number: | 057046E |
| Location: | 1300 WEST 400 NORTH |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 9.2 ft. [2.8 m] |
| Total length: | 20.7 ft. [6.3 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1962 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 2 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: April 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,512 [as of 2014] |
| Truck traffic: | 4% of total traffic |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| 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: | 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: | 77.8 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| April 2018 | Good | 7 out of 10 | 1512 | 77.8 |
| April 2016 | Good | 7 out of 10 | 1512 | 77.8 |
| April 2014 | Good | 7 out of 10 | 1512 | 92.1 |
| April 2012 | Good | 7 out of 10 | 1512 | 92.1 |
| April 2010 | Good | 7 out of 10 | 1512 | 92.1 |
| July 2009 | Good | 7 out of 10 | 1512 | 92.1 |
| April 2008 | Good | 8 out of 10 | 1512 | 92.1 |
| June 2006 | Good | 8 out of 10 | 1200 | 92.2 |
| October 2004 | Good | 8 out of 10 | 1200 | 92.2 |
| May 2002 | Good | 8 out of 10 | 1000 | 92.2 |
| April 2000 | Good | 8 out of 10 | 785 | 92.3 |
| April 1998 | Good | 8 out of 10 | 785 | 92.3 |
| May 1996 | Good | 8 out of 10 | 785 | 92.3 |
| June 1994 | Good | 8 out of 10 | 775 | 92.3 |
| July 1992 | Good | 8 out of 10 | 750 | 92.3 |
| September 1990 | Good | 8 out of 10 | 750 | 92.3 |
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. | 195 | 195 | 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/1569911
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1569911