ROUTE 0606 over CRAIG CREEK
Map
Coordinates:
+37.56300, -80.0307737°33'47" N, 80°01'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ROUTE 0606 over CRAIG CREEK |
Structure number: | 000000000005488 |
Location: | 1.40 RT-614; 0.30-RT 615 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 77.1 ft. [23.5 m] |
Total length: | 233.3 ft. [71.1 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 31.2 ft. [9.5 m] |
Skew angle: | 20° |
Owner: | State Highway Agency [01] |
Year built: | 1989 |
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: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 333 [as of 2014] |
Truck traffic: | 2% of total traffic |
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: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 97.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Good | Good | Good | Good | 333 | 97.2 |
June 2015 | Good | Good | Very Good | Good | 333 | 97.2 |
June 2013 | Good | Good | Very Good | Good | 341 | 97.2 |
June 2011 | Good | Good | Very Good | Good | 341 | 97.2 |
June 2009 | Good | Good | Very Good | Good | 341 | 97.2 |
August 2007 | Good | Good | Very Good | Good | 306 | 99.2 |
June 2005 | Good | Good | Very Good | Good | 484 | 97.8 |
June 2003 | Good | Good | Very Good | Good | 479 | 97.8 |
June 2001 | Good | Good | Very Good | Good | 337 | 99.2 |
August 1999 | Good | Good | Very Good | Good | 431 | 97.9 |
August 1997 | Good | Good | Very Good | Very Good | 419 | 98.0 |
July 1995 | Good | Very Good | Very Good | Very Good | 419 | 98.0 |
September 1993 | Good | Very Good | Very Good | Very Good | 390 | 99.0 |
August 1991 | Good | Excellent | Excellent | Excellent | 293 | 99.3 |
August 1989 | Good | Excellent | Excellent | Excellent | 293 | 99.3 |