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Bridge Statistics for Key West, Florida (FL) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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National Bridge Inventory (NBI) Statistics
Number of bridges: 14
Total length: 64 meters (210ft)
Total average daily traffic: 101,553
Total average daily truck traffic: 9,691
National Bridge Inventory (NBI) Registered Bridges for Key West
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New bridges - Historical Statistics

  • 1950-1959: 2
  • 1960-1969: 7
  • 1970-1979: 2
  • 1980-1989: 1
  • 1990-1999: 2

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 900054,  Location: SR A1A (MM 2.5) (Lat: 24.564444,  Lng: -81.750556),  Route carried "on" structure: US A1A,  Year Built: 1960,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 11,900 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 20,647 (year 2032),  Design Load: HS 20,  Features Intersected: RIVIERA CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.060,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 77.1 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 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 10,  Underwater Inspection Date: June 10,  Roadway Improvement Cost: $38,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 900086,  Location: KEY WEST (MM 4.1) (Lat: 24.570636,  Lng: -81.749467),  Route carried "on" structure: US 1,  Year Built: 1978,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 17,750 (year 2010),  Truck Traffic: 12%,  Average Future Daily Traffic: 30,796 (year 2032),  Design Load: HS 20,  Features Intersected: COW KEY CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.598,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  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 10,  Underwater Inspection Date: June 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 900125,  Location: KEY WEST (MM 4.1) (Lat: 24.570556,  Lng: -81.750000),  Route carried "on" structure: US 1,  Year Built: 1985,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 17,750 (year 2010),  Truck Traffic: 12%,  Average Future Daily Traffic: 30,796 (year 2032),  Design Load: HS 20,  Features Intersected: COW KEY CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.598,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 0.0m,  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 71.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 10,  Underwater Inspection Date: June 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 900128,  Location: MM 3.0 KEY WEST (Lat: 24.565000,  Lng: -81.773889),  Route carried "on" structure: State highway 5,  Year Built: 1992,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 34,000 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 58,990 (year 2032),  Design Load: HS 20,  Features Intersected: SALT RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.822,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 26.9m (88.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 11,  Underwater Inspection Date: March 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 904025,  Location: 0.2 miles S/O US 1 (Lat: 24.560972,  Lng: -81.787056),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 5.41m (17.75ft),  Average Daily Traffic: 15,026 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,070 (year 2031),  Design Load: HS 20,  Features Intersected: Garrison Bight,  Facility Carried by Structure: Palm Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.856,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Navigation Control: Yes ( Vertical Clearance: 5.6m (18.4ft), Horizontal Clearance: 13.6m (44.6ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 11,  Underwater Inspection Date: December 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 90411,  Location: 2.8 mi S/O SR 5 (MM 10.7) (Lat: 24.570139,  Lng: -81.669389),  Route carried "on" structure: County highway ,  Year Built: 1955,  Status: Posted for load,  Structure Length: 3.85m (12.63ft),  Average Daily Traffic: 592 (year 2004),  Truck Traffic: 1%,  Average Future Daily Traffic: 973 (year 2030),  Design Load: HS 20,  Features Intersected: Geiger Key Cut,  Facility Carried by Structure: Boca Chica(CR-941)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.384,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.7m (25.3ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 40.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.4 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 desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: December 11,  Underwater Inspection Date: December 11,  Other Special Inspection Date: May 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 90412,  Location: 0.6 mile E of US1 MM 10.7 (Lat: 24.591528,  Lng: -81.647667),  Route carried "on" structure: County highway ,  Year Built: 1957,  Status: Open,  Structure Length: 2.79m (9.15ft),  Average Daily Traffic: 2,230 (year 2000),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,869 (year 2031),  Design Load: HS 20,  Features Intersected: Similar Sound Local Cnl,  Facility Carried by Structure: CR 941-Boca Chica
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.972,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.8m (25.6ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 48.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to 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: December 11,  Underwater Inspection Date: December 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 90414,  Location: 0.3 mile E of US1 MM 14.8 (Lat: 24.626389,  Lng: -81.592500),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 593 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 973 (year 2031),  Design Load: HS 20,  Features Intersected: Bay Point Canal,  Facility Carried by Structure: Palm Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.035,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.8m (22.3ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 904152,  Location: 0.2 miles E of US1 MM17 (Lat: 24.643614,  Lng: -81.564133),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 237 (year 1999),  Truck Traffic: 2%,  Average Future Daily Traffic: 390 (year 2031),  Design Load: HS 20,  Features Intersected: Canal,  Facility Carried by Structure: Shore Drive
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: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 56.1 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 12,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 904153,  Location: 0.8 miles E of US 1 MM 17 (Lat: 24.638306,  Lng: -81.555389),  Route carried "on" structure: County highway ,  Year Built: 1961,  Status: Open,  Structure Length: 3.77m (12.37ft),  Average Daily Traffic: 592 (year 1999),  Truck Traffic: 2%,  Average Future Daily Traffic: 973 (year 2031),  Design Load: HS 20,  Features Intersected: Un-Named Channel,  Facility Carried by Structure: CR939 Sugarloaf B.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.400,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 11,  Underwater Inspection Date: December 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 90416,  Location: 0.3 miles S of CR-939A (Lat: 24.619889,  Lng: -81.531694),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 2 (year 2004),  Average Future Daily Traffic: 3 (year 2028),  Design Load: HS 20,  Features Intersected: Unnamed Sugarloaf Canal,  Facility Carried by Structure: CR-939B
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: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 51.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 10,  Underwater Inspection Date: May 10,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 90425,  Location: 100ft. E of US1 At MM24.5 (Lat: 24.661250,  Lng: -81.451139),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 781 (year 1999),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,283 (year 2031),  Design Load: HS 20,  Features Intersected: Summerland Key Cove,  Facility Carried by Structure: Caribbean Drive
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: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.4m (24.3ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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,  Inspection Date: December 11,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 904025,  Location: 0.2 miles S/O US 1 (Lat: 24.560972,  Lng: -81.787056),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 5.41m (17.75ft),  Average Daily Traffic: 50 (year 2003),  Features Intersected: Garrison Bight,  Facility Carried by Structure: Palm Avenue
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: 904025,  Location: 0.2 miles S/O US 1 (Lat: 24.560972,  Lng: -81.787056),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 5.41m (17.75ft),  Average Daily Traffic: 50 (year 2003),  Features Intersected: Garrison Bight,  Facility Carried by Structure: Palm Avenue
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)

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