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WILLIAMS AVE. over DALE ST. AND N&P RR
Map
Coordinates:
+36.81022, -76.30414
36°48'37" N, 76°18'15" W
+36.81022, -76.30414
36°48'37" N, 76°18'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | WILLIAMS AVE. over DALE ST. AND N&P RR |
| Structure number: | 1VA0575 |
| Location: | 0.1 KM E OF ELM AVE. |
| Purpose: | Carries highway and pedestrian walkway over highway and railroad |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 49.9 ft. [15.2 m] |
| Total length: | 490.2 ft. [149.4 m] |
| Roadway width between curbs: | 25.9 ft. [7.9 m] |
| Deck width edge-to-edge: | 33.8 ft. [10.3 m] |
| Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
| Owner: | Navy/Marines [73] |
| Year built: | 1942 |
| Year reconstructed: | 1989 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Number of main spans: | 3 |
| Main spans material: | Concrete [1] |
| Main spans design: | Tee beam [04] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 5,000 [as of 2010] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Serious [3 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| 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: | 70.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $743,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| June 2018 | Poor | Fair | Serious | Fair | 5000 | 70.0 |
| July 2016 | Poor | Fair | Serious | Fair | 5000 | 7.0 |
| September 2015 | Poor | Fair | Serious | Fair | 5000 | 7.0 |
| July 2014 | Poor | Fair | Serious | Fair | 5000 | 7.0 |
| July 2012 | Poor | Fair | Serious | Fair | 5000 | 7.0 |
| May 2010 | Fair | Fair | Fair | Fair | 5000 | 30.9 |
| November 2006 | Fair | Fair | Fair | Fair | 5000 | 30.9 |
| July 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 4800 | 42.5 |
| November 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 4800 | 42.5 |
| October 2000 | Fair | Good | Satisfactory | Good | 4800 | 26.2 |
© 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/1585492
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1585492