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COUNTY ROUTE 25/8 over I-64 EB & WB
Map
Coordinates:
+38.43375, -81.82675
38°26'02" N, 81°49'36" W
+38.43375, -81.82675
38°26'02" N, 81°49'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY ROUTE 25/8 over I-64 EB & WB |
| Structure number: | 00000000040A087 |
| Location: | 0.05 MI N OF CR 25/31 |
| Purpose: | Carries highway and pedestrian walkway over highway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 59.4 ft. [18.1 m] |
| Total length: | 201.8 ft. [61.5 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 25.6 ft. [7.8 m] |
| Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1964 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| 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: October 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 42 [as of 2015] |
| Truck traffic: | 3% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 86.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $850,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2017 | Fair | Fair | Fair | Satisfactory | 42 | 86.0 |
| October 2015 | Fair | Fair | Fair | Satisfactory | 40 | 86.0 |
| September 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 40 | 98.0 |
| September 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 40 | 98.0 |
| September 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 20 | 98.0 |
| September 2001 | Fair | Satisfactory | Fair | Satisfactory | 20 | 87.0 |
| September 1999 | Fair | Satisfactory | Good | Satisfactory | 20 | 98.0 |
| December 1997 | Fair | Satisfactory | Good | Satisfactory | 20 | 98.0 |
| February 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 150 | 92.5 |
| December 1995 | Fair | Satisfactory | Satisfactory | Satisfactory | 150 | 92.0 |
| December 1993 | Fair | Satisfactory | Satisfactory | Satisfactory | 50 | 98.0 |
| February 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 50 | 98.0 |
| February 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 50 | 100.0 |
© 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/1616575
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1616575