W GREEN GARDEN CIR over SUNSET CANAL
Map
Coordinates:
+36.79910, -76.0938936°47'57" N, 76°05'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | W GREEN GARDEN CIR over SUNSET CANAL |
Structure number: | 000000000022201 |
Location: | 0.50S LYNHAVN0.40HOLLND R |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 44.9 ft. [13.7 m] |
Total length: | 44.9 ft. [13.7 m] |
Roadway width between curbs: | 36.1 ft. [11.0 m] |
Deck width edge-to-edge: | 44.0 ft. [13.4 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1973 |
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: | Prestressed concrete [5] |
Main span design: | Slab [01] |
Deck type: | Other [9] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,063 [as of 1989] |
Truck traffic: | 10% of total traffic |
Deck condition: | Satisfactory [6 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: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 81.1 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $281,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Satisfactory | Good | Good | 1063 | 81.1 |
April 2015 | Good | Good | Good | Good | 1063 | 84.9 |
April 2013 | Good | Good | Good | Good | 1063 | 84.9 |
April 2011 | Good | Good | Good | Good | 1063 | 84.9 |
April 2009 | Good | Good | Good | Good | 1063 | 84.9 |
April 2007 | Good | Good | Good | Good | 1063 | 84.9 |
April 2005 | Good | Good | Good | Good | 1063 | 84.9 |
May 2003 | Fair | Good | Good | Satisfactory | 1063 | 84.9 |
April 2001 | Fair | Good | Good | Satisfactory | 1063 | 84.9 |
April 1999 | Fair | Good | Good | Satisfactory | 1063 | 63.2 |
April 1997 | Fair | Good | Good | Satisfactory | 1063 | 63.2 |
April 1995 | Fair | Good | Good | Satisfactory | 1063 | 63.2 |
April 1993 | Fair | Good | Good | Satisfactory | 1063 | 63.2 |
April 1991 | Fair | Good | Good | Satisfactory | 1165 | 63.2 |