Halifax Road over Fall Creek
Map
Coordinates:
+36.59293, -79.3784436°35'35" N, 79°22'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Halifax Road over Fall Creek |
Structure number: | 000000000020208 |
Location: | .05-N. Main/.02-S. Rail |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 42.7 ft. [13.0 m] |
Total length: | 125.0 ft. [38.1 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 32.5 ft. [9.9 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1942 |
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 [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,200 [as of 2017] |
Truck traffic: | 4% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 66.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Good | Good | Good | Good | 1200 | 66.5 |
July 2016 | Good | Good | Good | Good | 1369 | 66.5 |
July 2014 | Good | Good | Good | Good | 1300 | 76.5 |
July 2012 | Good | Very Good | Very Good | Very Good | 1529 | 77.5 |
July 2010 | Good | Very Good | Very Good | Very Good | 1529 | 77.5 |
July 2008 | Good | Very Good | Very Good | Very Good | 1529 | 79.5 |
July 2006 | Good | Very Good | Very Good | Very Good | 1529 | 79.5 |
July 2004 | Good | Very Good | Very Good | Very Good | 1529 | 79.5 |
July 2002 | Good | Very Good | Very Good | Very Good | 1529 | 79.5 |
August 2000 | Good | Very Good | Very Good | Good | 1529 | 79.5 |
July 1998 | Good | Very Good | Very Good | Good | 1529 | 79.5 |
July 1997 | Good | Very Good | Very Good | Good | 1529 | 79.5 |
June 1996 | Good | Very Good | Very Good | Good | 1529 | 79.5 |
September 1995 | Good | Very Good | Very Good | Very Good | 1529 | 79.5 |
April 1994 | Good | Very Good | Very Good | Very Good | 1529 | 79.5 |
March 1993 | Good | Very Good | Very Good | Very Good | 1529 | 79.5 |
March 1992 | Good | Very Good | Very Good | Good | 1529 | 79.5 |