SR821 SB ON RMP 29 over NW 41 ST


+25.81444, -80.39083
25°48'52" N, 80°23'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR821 SB ON RMP 29 over NW 41 ST
Structure number:870736
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Tolls:Yes, on toll road [2]
Length of largest span:91.9 ft. [28.0 m]
Total length:186.0 ft. [56.7 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Owner:State Toll Authority [31]
Year built:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: April 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,000 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:57.9 tons [52.6 metric tons]
Inventory rating:49.2 tons [44.7 metric tons]
Sufficiency rating:89.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201689.0GoodVery GoodVery GoodVery Good-8000
April 201488.3GoodVery GoodVery GoodVery Good-7600
April 201294.9GoodVery GoodVery GoodVery Good-1100
April 201096.9GoodVery GoodVery GoodVery Good-1100
May 200897.9GoodVery GoodVery GoodVery Good-1100
May 200695.9GoodVery GoodVery GoodVery Good-1100
May 200495.9GoodVery GoodVery GoodVery Good-1100
May 200295.9GoodVery GoodVery GoodVery Good-1100
May 200095.9GoodVery GoodVery GoodVery Good-1100
May 199895.9GoodVery GoodVery GoodVery Good-1100
June 199696.9GoodVery GoodVery GoodVery Good-1100
May 199493.9GoodExcellentExcellentExcellent-1100
December 199297.9GoodExcellentExcellentExcellent-1100