GARDEN CITY BLVD over GUM SPRING BRANCH
Map
Coordinates:
+37.23779, -79.9254837°14'16" N, 79°55'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | GARDEN CITY BLVD over GUM SPRING BRANCH |
Structure number: | 000000000021630 |
Location: | 0081116 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 43.0 ft. [13.1 m] |
Total length: | 43.0 ft. [13.1 m] |
Roadway width between curbs: | 25.6 ft. [7.8 m] |
Deck width edge-to-edge: | 41.7 ft. [12.7 m] |
Skew angle: | 40° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 2002 |
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: | Concrete [1] |
Main span design: | Frame [07] |
Deck type: | Other [9] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,398 [as of 2014] |
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] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 81.4 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $70,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Good | Good | Good | Good | 5398 | 81.4 |
September 2016 | Good | Good | Good | Good | 5398 | 81.4 |
September 2014 | Good | Good | Good | Good | 6000 | 81.3 |
September 2012 | Good | Good | Good | Good | 6000 | 81.3 |
September 2010 | Good | Good | Good | Good | 8595 | 81.6 |
September 2008 | Good | Good | Good | Good | 8595 | 82.6 |
September 2006 | Good | Good | Very Good | Very Good | 8595 | 82.6 |
August 2004 | Good | Very Good | Very Good | Very Good | 8595 | 82.6 |
August 2002 | Good | Very Good | Very Good | Very Good | 8595 | 82.6 |