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CITYST over I-20
Map
Coordinates:
+32.49557, -93.76150
32°29'44" N, 93°45'41" W
+32.49557, -93.76150
32°29'44" N, 93°45'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | CITYST over I-20 |
| Structure number: | 040904510117661 |
| Location: | .1 MI EAST OF I-49 |
| Purpose: | Carries highway and pedestrian walkway over highway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 87.9 ft. [26.8 m] |
| Total length: | 175.9 ft. [53.6 m] |
| Roadway width between curbs: | 76.1 ft. [23.2 m] |
| Deck width edge-to-edge: | 87.9 ft. [26.8 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Skew angle: | 3° |
| Owner: | State Highway Agency [01] |
| Year built: | 1993 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 2 |
| Main spans material: | Prestressed concrete [5] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: March 2016
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 31,800 [as of 2015] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 95.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| March 2016 | Good | Good | Good | Good | 31800 | 95.0 |
| March 2014 | Good | Good | Good | Good | 26650 | 95.0 |
| March 2012 | Good | Good | Good | Good | 32750 | 98.0 |
| March 2010 | Good | Good | Good | Good | 32800 | 98.0 |
| February 2008 | Good | Very Good | Very Good | Very Good | 39950 | 98.0 |
| March 2006 | Good | Very Good | Very Good | Very Good | 33917 | 98.0 |
| March 2004 | Good | Very Good | Very Good | Very Good | 33900 | 98.0 |
| April 2002 | Good | Very Good | Very Good | Very Good | 30500 | 98.0 |
| March 2000 | Good | Very Good | Very Good | Very Good | 30517 | 98.0 |
| March 1998 | Good | Very Good | Very Good | Very Good | 30517 | 98.0 |
| May 1996 | Good | Very Good | Very Good | Very Good | - | 98.0 |
| April 1994 | Good | Very Good | Very Good | Very Good | - | 100.0 |
© 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/1224743
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1224743