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COMP SR-969 over DRESSEL DAIRY CANAL

Map 

Coordinates:
+25.80778, -80.31306
25°48'28" N, 80°18'47" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:COMP SR-969 over DRESSEL DAIRY CANAL
Structure number:870656
Location:500FT S OF NW 36 ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:28.9 ft. [8.8 m]
Total length:86.0 ft. [26.2 m]
Roadway width between curbs:72.5 ft. [22.1 m]
Deck width edge-to-edge:99.7 ft. [30.4 m]
Owner:State Highway Agency [01]
Year built:1976
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 Cast-in-Place [1]
Wearing surface:Bituminous [6]

2010 Inspection 

Status:Open, no restriction [A]
Average daily traffic:38,500 [as of 2008]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 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:100.1 tons [91.0 metric tons]
Inventory rating:60.5 tons [55.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:81.9

2000 Inspection 

Status:Open, no restriction [A]
Average daily traffic:38,500 [as of 1997]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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:100.1 tons [91.0 metric tons]
Inventory rating:60.5 tons [55.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:82.9

1992 Inspection 

Status:Open, no restriction [A]
Average daily traffic:30,648 [as of 1989]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 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:68.3 tons [62.1 metric tons]
Inventory rating:44.6 tons [40.5 metric tons]
Sufficiency rating:91.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$15,000