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LAKE SHORE DR over PEDESTRAIN UNDERPASS
Map
Coordinates:
+41.97908, -87.65138
41°58'45" N, 87°39'05" W
+41.97908, -87.65138
41°58'45" N, 87°39'05" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | LAKE SHORE DR over PEDESTRAIN UNDERPASS |
| Structure number: | 016623300000000 |
| Old structure number: | 000016623331095 (from 1992 edition) |
| Location: | 5300 N.AND 800 W. |
| Purpose: | Carries highway over pedestrian/bicycle trail |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 21.0 ft. [6.4 m] |
| Total length: | 23.6 ft. [7.2 m] |
| Roadway width between curbs: | 96.1 ft. [29.3 m] |
| Deck width edge-to-edge: | 171.9 ft. [52.4 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1983 |
| 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: | Concrete Cast-in-Place [1] |
Latest Available Inspection: August 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 80,400 [as of 2017] |
| Truck traffic: | 1% of total traffic |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Culvert condition: | Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 84.0 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| August 2017 | Fair | 5 out of 10 | 80400 | 84.0 |
| August 2015 | Fair | N out of 10 | 77600 | 85.0 |
| August 2013 | Fair | N out of 10 | 75400 | 85.0 |
| September 2011 | Fair | N out of 10 | 91900 | 84.0 |
| September 2009 | Fair | N out of 10 | 86100 | 84.0 |
| September 2007 | Fair | N out of 10 | 78300 | 84.0 |
| October 2005 | Fair | N out of 10 | 80200 | 84.0 |
| September 2003 | Fair | N out of 10 | 68000 | 84.0 |
| September 2001 | Fair | N out of 10 | 90300 | 84.0 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 344 | 343 | 1 | 0 | 0 |
| Culvert | ||||||
| Reinforced Concrete Culvert | linear ft. | 344 | 314 | 0 | 30 | 0 |
| Joints | ||||||
| Compression Joint | linear ft. | 240 | 240 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 220 | 0 | 198 | 22 | 0 |
| Deck | ||||||
| Reinforced Concrete Slab | sq. ft. | 2,264 | 1,120 | 1,056 | 88 | 0 |
© Copyright 2012-19, 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/1140013
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1140013