Bridge Statistics for Sunny Isles Beach, Florida (FL) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 870071,  Location: 2.0M S OF NE 163 ST & A1A (Lat: 25.816667,  Lng: -80.133333),  Route carried "on" structure: US A1A,  Year Built: 1950,  Status: Open,  Structure Length: 38.31m (125.69ft),  Average Daily Traffic: 24,250 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 42,074 (year 2028),  Design Load: HS 20,  Features Intersected: BAKERS HAULOVER INLET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.908,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.3m (56.8ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 10.6m (34.8ft), Horizontal Clearance: 3.8m (12.5ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 9,  Number Of Approach Spans: 4,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: January 2008,  Critical Feature Inspection Date: January 2008,  Total Project Cost: $4,889,000 ( Estimate for 2001),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 870592,  Location: 0.1 Mile West of A1A (Lat: 25.928333,  Lng: -80.133333),  Route carried "on" structure: State highway 826,  Year Built: 1989,  Status: Open,  Structure Length: 43.16m (141.60ft),  Average Daily Traffic: 41,500 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 72,003 (year 2028),  Design Load: HS 20,  Features Intersected: Intracoastal Waterway
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.607,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Navigation Control: Yes ( Vertical Clearance: 9.4m (30.8ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 15,  Length of Maximum Span: 44.5m (146.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.3 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: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 43.16m (141.60ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2006,  Critical Feature Inspection Date: September 2007,  Underwater Inspection Date: October 2006,  Other Special Inspection Date: September 2007,  Bridge Improvement Cost: $500,000,  Total Project Cost: $3,889,000 ( Estimate for 2001),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 870593,  Location: 0.1 Mile West of A1A (Lat: 25.928333,  Lng: -80.133333),  Route carried "on" structure: State highway 826,  Year Built: 1989,  Status: Open,  Structure Length: 42.61m (139.80ft),  Average Daily Traffic: 41,500 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 72,003 (year 2028),  Design Load: HS 20,  Features Intersected: Intracoastal Waterway
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 8.208,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Navigation Control: Yes ( Vertical Clearance: 9.4m (30.8ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 15,  Length of Maximum Span: 44.5m (146.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 43.16m (141.60ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Critical Feature Inspection Date: September 2007,  Underwater Inspection Date: October 2006,  Bridge Improvement Cost: $500,000,  Total Project Cost: $3,889,000 ( Estimate for 2001),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 870706,  Location: SR-A1A NB TO SR-826 WB (Lat: 25.928333,  Lng: -80.121667),  Route carried "on" structure: Alternate State highway 826,  Year Built: 1989,  Status: Open,  Structure Length: 33.22m (108.99ft),  Average Daily Traffic: 25,750 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 44,676 (year 2028),  Design Load: HS 20,  Features Intersected: SR - A1A SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.524,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 6,  Length of Maximum Span: 60.0m (196.9ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 10.13m (33.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $450,000,  Total Project Cost: $700,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870712,  Location: .25 M E OF US1 ON SR-826 (Lat: 25.921667,  Lng: -80.160000),  Route carried "on" structure: State highway 826,  Year Built: 1942,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 33,250 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 57,689 (year 2028),  Design Load: HS 20,  Features Intersected: OLETA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.365,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.5m (123.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 37.4m (122.7ft),  Out-to-Out Width: 40.3m (132.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 79.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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: September 2007,  Underwater Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 87421,  Location: 80ft West of A1A (Lat: 25.925000,  Lng: -80.125000),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 100 (year 2004),  Average Future Daily Traffic: 153 (year 2024),  Design Load: HS 20,  Features Intersected: Ocean Canal,  Facility Carried by Structure: Atlantic Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.066,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.3m (27.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 874218,  Location: 1/4 mile West of A1A (Lat: 25.927222,  Lng: -80.126111),  Route carried "on" structure: City street ,  Year Built: 1925,  Status: Posted for load,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 109 (year 2004),  Average Future Daily Traffic: 487 (year 2024),  Design Load: HS 15,  Features Intersected: Ocean Canal,  Facility Carried by Structure: Atlantic Isle
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.389,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 3.0m (9.8ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 10.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 9.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2007,  Other Special Inspection Date: September 2007,  Bridge Improvement Cost: $43,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $71,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 874219,  Location: 200ft W of Collins Ave (Lat: 25.925000,  Lng: -80.125000),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 1.90m (6.23ft),  Average Daily Traffic: 100 (year 2004),  Average Future Daily Traffic: 153 (year 2024),  Design Load: HS 20,  Features Intersected: Ocean Canal,  Facility Carried by Structure: Atlantic Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.029,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.0m (62.3ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  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 2006,  Underwater Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870592,  Location: 0.1 Mile West of A1A (Lat: 25.928333,  Lng: -80.133333),  Route carried "under" structure: City street ,  Year Built: 1989,  Structure Length: 43.16m (141.60ft),  Average Daily Traffic: 300 (year 2004),  Truck Traffic: 3%,  Features Intersected: Intracoastal Waterway,  Facility Carried by Structure: SR-826 WB
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Length of Maximum Span: 44.5m (146.0ft)

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Structure Number: 870593,  Location: 0.1 Mile West of A1A (Lat: 25.928333,  Lng: -80.133333),  Route carried "under" structure: City street ,  Year Built: 1989,  Structure Length: 42.61m (139.80ft),  Average Daily Traffic: 300 (year 2004),  Truck Traffic: 3%,  Features Intersected: Intracoastal Waterway,  Facility Carried by Structure: SR-826 EB
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Length of Maximum Span: 44.5m (146.0ft)

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Structure Number: 870706,  Location: SR-A1A NB TO SR-826 WB (Lat: 25.928333,  Lng: -80.121667),  Route carried "under" structure: Ramp State highway 826,  Year Built: 1989,  Structure Length: 33.22m (108.99ft),  Average Daily Traffic: 22,500 (year 2005),  Truck Traffic: 4%,  Features Intersected: SR - A1A SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.194,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 60.0m (196.9ft)