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Bridge Statistics for Rotonda, Florida (FL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Rotonda, FL, Florida, Florida forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 29 Total length: 72 meters (236ft) Total costs: $2,028,000 Total average daily traffic: 38,297 Total average daily truck traffic: 1,320 Total future (year 2025) average daily traffic: 50,694 National Bridge Inventory (NBI) Registered Bridges for Rotonda
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 10019, Location: 100 ft. N/O CR 775 (Lat: 26.833333, Lng: -82.264167), Route carried "on" structure: County highway 771, Year Built: 1951, Status: Posted for load, Structure Length: 12.44m (40.81ft), Average Daily Traffic: 3,885 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 4,856 (year 2027), Features Intersected: CORAL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.053, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.7m (25.3ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 27, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 12.30m (40.35ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2007, Underwater Inspection Date: October 2007, Other Special Inspection Date: October 2007, Bridge Improvement Cost: $1,844,000, Roadway Improvement Cost: $184,000, Total Project Cost: $2,028,000, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 10061, Location: 0.1MI N/O ROTONDA BLVD W (Lat: 26.890278, Lng: -82.309167), Route carried "on" structure: County highway 775, Year Built: 1982, Status: Open, Structure Length: 3.22m (10.56ft), Average Daily Traffic: 11,900 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 14,875 (year 2027), Design Load: HS 20, Features Intersected: BUCK CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.343, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 20.0m (65.6ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.0m (39.4ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 27.2m (89.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2007, Underwater Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 14059, Location: 150FT W/O ROTONDA CIRCLE (Lat: 26.892778, Lng: -82.296944), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 2.03m (6.66ft), Average Daily Traffic: 2,260 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 2,712 (year 2027), Design Load: HS 20, Features Intersected: ROTONDA RIVER, Facility Carried by Structure: ROTONDA BLVD. WEST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.510, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 18.2m (59.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 67.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2007, Underwater Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 1406, Location: 1.1 MI S/O ROTONDA BLVD W (Lat: 26.878333, Lng: -82.290000), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 2.06m (6.76ft), Average Daily Traffic: 1,550 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 1,938 (year 2027), Design Load: H 20, Features Intersected: OAKLAND HILLS CREEK, Facility Carried by Structure: ROTONDA CIRCLE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2007, Underwater Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 14061, Location: 0.1MI S OF ROTONDA CIRCLE (Lat: 26.890833, Lng: -82.295833), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 2.06m (6.76ft), Average Daily Traffic: 1,200 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 1,440 (year 2027), Design Load: HS 20, Features Intersected: OAKLAND HILLS CREEK, Facility Carried by Structure: ROTONDA CIRCLE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 67.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2007, Underwater Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 14062, Location: 100FT S 0F ROTONDA CIRCLE (Lat: 26.877222, Lng: -82.289444), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 2.06m (6.76ft), Average Daily Traffic: 1,450 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 1,740 (year 2027), Design Load: HS 20, Features Intersected: ROTONDA CANAL 31-5, Facility Carried by Structure: CAPE HAZE DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 66.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2007, Underwater Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 14063, Location: .1 MI N/O Mark Twain Ln (Lat: 26.894444, Lng: -82.295833), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 2.09m (6.86ft), Average Daily Traffic: 1,200 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 1,440 (year 2027), Design Load: HS 20, Features Intersected: CANAL 32-1/Rotunda River, Facility Carried by Structure: ROTUNDA CIRCLE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.9m (22.6ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 67.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2007, Underwater Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 14082, Location: 0.6 MI N/O SR 776 (Lat: 26.944806, Lng: -82.247167), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 3.13m (10.27ft), Average Daily Traffic: 1,900 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 2,375 (year 2026), Design Load: H 20, Features Intersected: NEWGATE WATERWAY, Facility Carried by Structure: DAVID BLVD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2006, Underwater Inspection Date: June 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 14083, Location: 100FT E/O MEMORIAL DR (Lat: 26.917500, Lng: -82.262083), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 2.92m (9.58ft), Average Daily Traffic: 3,500 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 4,375 (year 2026), Design Load: H 20, Features Intersected: MEMORIAL WATERWAY, Facility Carried by Structure: GULFSTREAM BLVD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2006, Underwater Inspection Date: June 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 14084, Location: 0.7MI W OF CR 771 (Lat: 26.923333, Lng: -82.237222), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 2.94m (9.65ft), Average Daily Traffic: 550 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 688 (year 2026), Design Load: H 20, Features Intersected: SIOUX WATERWAY, Facility Carried by Structure: MARATHON BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2006, Underwater Inspection Date: June 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 14088, Location: 210FT S/O FORESMAN BLVD (Lat: 26.944722, Lng: -82.255556), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 300 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 375 (year 2026), Design Load: HS 20, Features Intersected: LAFFITE WATERWAY, Facility Carried by Structure: JENNINGS BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 99.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006 Find on map >>
Structure Number: 14089, Location: AT INTERSECTION OF CR-776 (Lat: 26.946944, Lng: -82.216389), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 800 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 1,000 (year 2026), Design Load: HS 20, Features Intersected: EARLY WATERWAY, Facility Carried by Structure: GILLOT BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 16.9m (55.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2006, Underwater Inspection Date: June 2006 Find on map >>
Structure Number: 14098, Location: 1.1 MI W/O ROTONDA BLV N (Lat: 26.906944, Lng: -82.290000), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 2.06m (6.76ft), Average Daily Traffic: 600 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 720 (year 2026), Design Load: H 20, Features Intersected: PEBBLE CREEK, Facility Carried by Structure: ROTONDA CIRCLE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.9m (22.6ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 14099, Location: 0.1 MI E/O BOUNDARY BLVD (Lat: 26.907972, Lng: -82.289333), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 2.06m (6.76ft), Average Daily Traffic: 600 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 720 (year 2025), Design Load: H 20, Features Intersected: ROTONDA RIVER, Facility Carried by Structure: REBEL COURT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.6m (21.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 141, Location: 1.0 MI W/O ROTONDA BLV N (Lat: 26.908417, Lng: -82.288333), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 2.06m (6.76ft), Average Daily Traffic: 600 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 720 (year 2026), Design Load: H 20, Features Intersected: PINEHURST CREEK SOUTH, Facility Carried by Structure: ROTONDA CIRCLE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.9m (22.6ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 14101, Location: 175YD W/O ROTONDA BLVD. N (Lat: 26.913694, Lng: -82.274389), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 2.08m (6.82ft), Average Daily Traffic: 600 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 1,100 (year 2026), Design Load: H 20, Features Intersected: PINEHURST CK N, Facility Carried by Structure: ROTONDA CIRCLE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.9m (22.6ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2006, Underwater Inspection Date: October 2005, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 14102, Location: 75YDS N OF ROTONDA CIR (Lat: 26.914167, Lng: -82.272222), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 2.08m (6.82ft), Average Daily Traffic: 400 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 1,100 (year 2026), Design Load: H 20, Features Intersected: ROTONDA RIVER CANAL, Facility Carried by Structure: ROTONDA BLVD N SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.9m (22.6ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2006, Underwater Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 14103, Location: 75YDS N OF ROTONDA CIR (Lat: 26.914167, Lng: -82.272222), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 2.08m (6.82ft), Average Daily Traffic: 400 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 1,100 (year 2026), Design Load: H 20, Features Intersected: ROTONDA RIVER CANAL, Facility Carried by Structure: ROTONDA BLV N. NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.908, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.9m (22.6ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2006, Underwater Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 14104, Location: 175YD E/O ROTONDA BLVD. N (Lat: 26.913611, Lng: -82.270556), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 2.08m (6.82ft), Average Daily Traffic: 600 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 1,100 (year 2026), Design Load: H 20, Features Intersected: BROADMOOR CK N, Facility Carried by Structure: ROTONDA CIRCLE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.6m (21.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2006, Underwater Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 14105, Location: 1.2 M E/O ROTONDA BLVD. E (Lat: 26.908278, Lng: -82.256611), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 2.08m (6.82ft), Average Daily Traffic: 600 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 1,100 (year 2026), Design Load: H 20, Features Intersected: BROADMOOR CRK SOUTH, Facility Carried by Structure: ROTONDA CIRCLE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.6m (21.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 14106, Location: 1.1 MI E/O ROTONDA BLV E (Lat: 26.906917, Lng: -82.255056), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 2.08m (6.82ft), Average Daily Traffic: 600 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 1,100 (year 2025), Design Load: H 20, Features Intersected: LONG MEADOW CREEK NORTH, Facility Carried by Structure: ROTONDA CIRCLE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.6m (21.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2006, Underwater Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 14107, Location: 190YD N OF ROTONDA BLVD E (Lat: 26.894556, Lng: -82.248861), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 2.08m (6.82ft), Average Daily Traffic: 500 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 600 (year 2027), Design Load: H 20, Features Intersected: LONG MEADOW CREEK SOUTH, Facility Carried by Structure: ROTONDA CIRCLE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.9m (22.6ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2007, Underwater Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 14108, Location: 0.4 MILE WEST OF CR 771 (Lat: 26.892500, Lng: -82.248333), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 2.08m (6.82ft), Average Daily Traffic: 300 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 360 (year 2027), Design Load: H 20, Features Intersected: ROTONDA RIVER CANAL, Facility Carried by Structure: ROTONDA BLVD E WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.6m (21.7ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2007, Underwater Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 14109, Location: 0.4 MILE WEST OF CR 771 (Lat: 26.892500, Lng: -82.248333), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 2.08m (6.82ft), Average Daily Traffic: 300 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 360 (year 2027), Design Load: H 20, Features Intersected: ROTONDA RIVER CANAL, Facility Carried by Structure: ROTONDA BLVD E EB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.880, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.6m (21.7ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2007, Underwater Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 1411, Location: 100YDS S/O ROTONDA BLV E. (Lat: 26.890833, Lng: -82.248778), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 2.08m (6.82ft), Average Daily Traffic: 500 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 600 (year 2027), Design Load: H 20, Features Intersected: WHITE MARSH CREEK NORTH, Facility Carried by Structure: ROTONDA CIRCLE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.9m (22.6ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2007, Underwater Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 14111, Location: 1.0 MI S/O ROTONDA BLV E. (Lat: 26.878556, Lng: -82.254889), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 2.08m (6.82ft), Average Daily Traffic: 500 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 600 (year 2027), Design Load: H 20, Features Intersected: WHITE MARSH CREEK SOUTH, Facility Carried by Structure: ROTONDA CIRCLE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.9m (22.6ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 62.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2007, Underwater Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 14112, Location: 0.1 MI E OF ROTONDA BLV S (Lat: 26.871111, Lng: -82.270556), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 2.08m (6.82ft), Average Daily Traffic: 101 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 500 (year 2027), Design Load: H 20, Features Intersected: PINE VALLEY CREEK SOUTH, Facility Carried by Structure: ROTONDA CIRCLE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.9m (22.6ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2007, Underwater Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 14113, Location: 0.1 MI N/O BOUNDARY BLVD. (Lat: 26.870833, Lng: -82.272500), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 2.08m (6.82ft), Average Daily Traffic: 101 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 500 (year 2027), Design Load: HS 20, Features Intersected: ROTONDA RIVER, Facility Carried by Structure: ROTONDA BLVD SOUTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.9m (22.6ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2007, Underwater Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 14123, Location: 1.2MI S/O ROTONDA BLVD (Lat: 26.876944, Lng: -82.256667), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 500 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 600 (year 2027), Design Load: HS 20, Features Intersected: PINE VALLEY CREEK, Facility Carried by Structure: ROTONDA CIRCLE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.9m (22.6ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2007, Underwater Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Discuss this city on our hugely popular Florida forum Back to: Rotonda, FL, Florida, All US cities.
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