CAPITOL LANDING RD over CSX RAILWAY
Map
Coordinates:
+37.27352, -76.6914537°16'25" N, 76°41'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CAPITOL LANDING RD over CSX RAILWAY |
Structure number: | 000000000022328 |
Location: | 0.01 TO 5 0.28 TO 60 |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Local (Urban) [19] |
Length of largest span: | 47.9 ft. [14.6 m] |
Total length: | 110.9 ft. [33.8 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 27.6 ft. [8.4 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1977 |
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: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,146 [as of 1992] |
Truck traffic: | 1% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 79.4 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $567,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Good | Good | Very Good | 2146 | 79.4 |
July 2016 | Good | Good | Good | Very Good | 2146 | 79.4 |
July 2014 | Good | Very Good | Good | Very Good | 2146 | 79.4 |
August 2012 | Good | Very Good | Good | Very Good | 2146 | 79.4 |
August 2010 | Good | Very Good | Very Good | Very Good | 2146 | 79.3 |
August 2008 | Good | Very Good | Very Good | Very Good | 2146 | 79.3 |
December 2006 | Good | Very Good | Very Good | Very Good | 2146 | 79.3 |
December 2004 | Good | Very Good | Very Good | Very Good | 2146 | 79.3 |
November 2002 | Good | Very Good | Very Good | Very Good | 2146 | 79.3 |
December 2000 | Good | Very Good | Very Good | Very Good | 2146 | 79.3 |
December 1998 | Good | Very Good | Very Good | Very Good | 2146 | 79.3 |
December 1996 | Good | Very Good | Very Good | Very Good | 2146 | 79.3 |
October 1994 | Good | Very Good | Very Good | Very Good | 2146 | 77.3 |
January 1993 | Good | Very Good | Very Good | Very Good | 300 | 79.5 |
January 1991 | Fair | Satisfactory | Very Good | Very Good | 300 | 77.5 |