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28th Street over I664; Rte 60 & CSX RR
Map
Coordinates:
+36.98111, -76.42791
36°58'52" N, 76°25'40" W
+36.98111, -76.42791
36°58'52" N, 76°25'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | 28th Street over I664; Rte 60 & CSX RR |
| Structure number: | 000000000020663 |
| Location: | 0.20 Mi To Jefferson Ave. |
| Purpose: | Carries highway and pedestrian walkway over highway and railroad |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 158.1 ft. [48.2 m] |
| Total length: | 1017.1 ft. [310.0 m] |
| Roadway width between curbs: | 51.8 ft. [15.8 m] |
| Deck width edge-to-edge: | 68.9 ft. [21.0 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1980 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 2 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: March 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 7,110 [as of 2001] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 78.1 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $200,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| March 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 7110 | 78.1 |
| March 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 7110 | 78.1 |
| March 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 7110 | 78.1 |
| March 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 7110 | 78.1 |
| March 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 7110 | 82.2 |
| May 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 7110 | 82.2 |
| April 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 7110 | 82.2 |
| May 2003 | Fair | Good | Satisfactory | Good | 7110 | 82.2 |
| May 2001 | Fair | Good | Satisfactory | Good | 7110 | 82.2 |
| March 1999 | Fair | Satisfactory | Satisfactory | Good | 7110 | 82.2 |
| April 1997 | Fair | Good | Satisfactory | Good | 7110 | 82.2 |
| March 1995 | Fair | Good | Satisfactory | Good | 7110 | 82.3 |
| March 1993 | Fair | Good | Satisfactory | Good | 7110 | 82.3 |
| March 1991 | Good | Very Good | Very Good | Very Good | 7110 | 82.3 |
© 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/1581641
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1581641