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SR 924 GRATIGNY over RIO VISTA CANAL

Map 

Coordinates:
+25.88250, -80.23667
25°52'57" N, 80°14'12" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:SR 924 GRATIGNY over RIO VISTA CANAL
Structure number:870621
Location:0.4M E/O SR 9
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:20.0 ft. [6.1 m]
Total length:60.4 ft. [18.4 m]
Roadway width between curbs:71.9 ft. [21.9 m]
Deck width edge-to-edge:100.1 ft. [30.5 m]
Owner:State Highway Agency [01]
Year built:1957
Year reconstructed:1971
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

2010 Inspection 

Status:Open, no restriction [A]
Average daily traffic:47,500 [as of 2008]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
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]
Operating rating:84.2 tons [76.5 metric tons]
Inventory rating:50.5 tons [45.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:89.0

2000 Inspection 

Status:Open, no restriction [A]
Average daily traffic:39,000 [as of 1999]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
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]
Operating rating:84.2 tons [76.5 metric tons]
Inventory rating:50.5 tons [45.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:90.2

1992 Inspection 

Status:Open, no restriction [A]
Average daily traffic:24,295 [as of 1988]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
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:Scour calculation/evaluation has not been made. [6]
Operating rating:77.2 tons [70.2 metric tons]
Inventory rating:56.4 tons [51.3 metric tons]
Sufficiency rating:87.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$12,000