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I-83 SB RAMP E over CENTRE STREET
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Information not verified. Use at your own risk.
Facts
| Name: | I-83 SB RAMP E over CENTRE STREET |
| Structure number: | 200000BC1115010 |
| Location: | SB JFX OFF-RAMP OV CENTRE |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 103.0 ft. [31.4 m] |
| Total length: | 309.1 ft. [94.2 m] |
| Roadway width between curbs: | 20.3 ft. [6.2 m] |
| Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
| Vertical clearance below bridge: | 17.1 ft. [5.2 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1976 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 18 / H 20 [4] |
| Number of main spans: | 3 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: March 2016
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,699 [as of 2016] |
| Truck traffic: | 8% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Underclearances appraisal: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Scour condition: | Bridge not over waterway. [N] |
| Inventory rating: | 59.8 tons [54.4 metric tons] |
| Sufficiency rating: | 98.7 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $55,000 |
Previous Inspections
| Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
|---|---|---|---|---|---|---|---|
| March 2016 | 98.7 | Fair | Satisfactory | Good | Satisfactory | - | 3699 |
| March 2014 | 98.6 | Fair | Satisfactory | Good | Satisfactory | - | 4465 |
| March 2012 | 82.5 | Fair | Satisfactory | Satisfactory | Fair | - | 4465 |
| March 2010 | 82.5 | Fair | Satisfactory | Satisfactory | Fair | - | 4465 |
| November 2007 | 82.5 | Fair | Satisfactory | Satisfactory | Fair | - | 4465 |
| November 2005 | 82.5 | Fair | Satisfactory | Good | Fair | - | 4465 |
| November 2003 | 82.5 | Fair | Satisfactory | Good | Fair | - | 4420 |
| January 2002 | 82.5 | Fair | Satisfactory | Good | Fair | - | 4420 |
| January 2000 | 93.6 | Fair | Satisfactory | Good | Satisfactory | - | 3625 |
| February 1998 | 93.6 | Fair | Good | Good | Satisfactory | - | 3625 |
| July 1995 | 93.7 | Fair | Good | Good | Satisfactory | - | 3625 |
| January 1993 | 93.7 | Fair | Good | Good | Satisfactory | - | 3625 |
| November 1990 | 82.7 | Fair | Very Good | Very Good | Fair | - | 3625 |
© Copyright 2012-18, 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/1242577
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1242577