Enterprise Drive over NS Railway
Map
Coordinates:
+37.36394, -79.2476037°21'50" N, 79°14'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Enterprise Drive over NS Railway |
Structure number: | 000000000026781 |
Location: | .19 PAUL. CIR/.15 DILL DR |
Purpose: | Carries highway over railroad |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 123.0 ft. [37.5 m] |
Total length: | 123.0 ft. [37.5 m] |
Roadway width between curbs: | 47.9 ft. [14.6 m] |
Deck width edge-to-edge: | 60.4 ft. [18.4 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 2001 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 14,000 [as of 2011] |
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: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 91.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Good | Good | Good | Good | 14000 | 91.5 |
May 2015 | Good | Very Good | Good | Good | 14000 | 91.5 |
May 2013 | Good | Good | Very Good | Good | 4600 | 97.2 |
May 2011 | Good | Very Good | Very Good | Very Good | 4600 | 97.2 |
May 2009 | Good | Good | Very Good | Very Good | 4600 | 97.2 |
May 2007 | Good | Very Good | Excellent | Excellent | 4600 | 97.2 |
May 2005 | Good | Very Good | Excellent | Excellent | 4600 | 97.2 |
May 2003 | Good | Excellent | Excellent | Excellent | 4600 | 96.2 |
May 2001 | Good | Excellent | Excellent | Excellent | 4600 | 96.2 |