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WILLOW AVENUE over IDLEWILD CREEK
Map
Coordinates:
+41.43692, -74.03298
41°26'13" N, 74°01'59" W
+41.43692, -74.03298
41°26'13" N, 74°01'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | WILLOW AVENUE over IDLEWILD CREEK |
| Structure number: | 000000003344300 |
| Location: | 1.0 MI W OF CORNWALL |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 24.9 ft. [7.6 m] |
| Total length: | 26.9 ft. [8.2 m] |
| Skew angle: | 21° |
| Owner: | County Highway Agency [02] |
| Year built: | 2015 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Aluminum, Wrought Iron or Cast Iron [9] |
| Main span design: | Culvert [19] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,846 [as of 2015] |
| Truck traffic: | 2% of total traffic |
| Structural appraisal: | Superior to present desirable criteria [9] |
| Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
| Culvert condition: | No deficiencies [9] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 97.9 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $336,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| June 2018 | Good | 9 out of 10 | 1846 | 97.9 |
| July 2016 | Good | 9 out of 10 | 1877 | 97.9 |
| July 2015 | - | N out of 10 | 1968 | 93.2 |
| July 2014 | Poor | N out of 10 | 1968 | 49.7 |
| July 2013 | Poor | N out of 10 | 2038 | 49.7 |
| July 2012 | Poor | N out of 10 | 2400 | 48.6 |
| September 2011 | Poor | N out of 10 | 2750 | 38.5 |
| August 2010 | Poor | N out of 10 | 2476 | 31.4 |
| July 2008 | Fair | N out of 10 | 2476 | 88.1 |
| May 2006 | Fair | N out of 10 | 2390 | 88.1 |
| June 2004 | Fair | N out of 10 | 2390 | 88.1 |
| April 2002 | Fair | N out of 10 | 2390 | 87.8 |
| April 2000 | Fair | N out of 10 | 2390 | 89.9 |
| June 1998 | Fair | N out of 10 | 2390 | 89.9 |
| June 1996 | Fair | N out of 10 | 2594 | 79.9 |
| July 1994 | Fair | N out of 10 | 2840 | 67.7 |
| July 1992 | Poor | N out of 10 | 2398 | 60.1 |
| May 1990 | Poor | N out of 10 | 2398 | 61.1 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Other Material Arch | linear ft. | 112 | 112 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 227 | 200 | 27 | 0 | 0 |
| Reinforced Concrete Pile Cap/Footing | linear ft. | 227 | 227 | 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/1390432
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1390432