Jump to a detailed profile or search site with Google Custom Search

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


  • National Bridge Inventory (NBI) Statistics
  • 15Number of bridges
  • 73m240ftTotal length
  • $13,000Total costs
  • 112,303Total average daily traffic
  • 6,464Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Key West
  • No street view available for this location

New bridges - Historical Statistics

  • 21950-1959
  • 81960-1969
  • 21970-1979
  • 11980-1989
  • 21990-1999

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Find on map >>   Show street view

Structure Number: 900054,  Location: SR A1A (MM 2.5) (Lat: 24.564747,  Lng: -81.750811),  Route carried "on" structure: State highway A1A,  Year Built: 1960,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 10,400 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,044 (year 2035),  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: 14.6m (47.9ft),  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: 2.8m (9.2ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 70.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 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: 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: September 13,  Underwater Inspection Date: September 13,  Roadway Improvement Cost: $38,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >>   Show street view

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: 10.99m (36.06ft),  Average Daily Traffic: 21,500 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 37,303 (year 2035),  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-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to 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: September 13,  Underwater Inspection Date: September 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >>   Show street view

Structure Number: 900125,  Location: KEY WEST (MM 4.1) (Lat: 24.570797,  Lng: -81.749536),  Route carried "on" structure: US 1,  Year Built: 1985,  Status: Open,  Structure Length: 10.99m (36.06ft),  Average Daily Traffic: 21,500 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 37,303 (year 2035),  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 70.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: September 13,  Underwater Inspection Date: September 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >>   Show street view

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: 38,500 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 66,798 (year 2035),  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: 19.7m (64.6ft),  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: 19.7m (64.6ft),  Out-to-Out Width: 26.9m (88.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 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: 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: January 15,  Underwater Inspection Date: March 13,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 904025,  Location: 0.2 Mile S of 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 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,070 (year 2035),  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 13,  Underwater Inspection Date: December 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >>   Show street view

Structure Number: 90411,  Location: 2.8Mi S of SR-5 (MM 10.7) (Lat: 24.570139,  Lng: -81.669389),  Route carried "on" structure: County highway ,  Year Built: 1955,  Status: Open,  Structure Length: 3.82m (12.53ft),  Average Daily Traffic: 592 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 973 (year 2035),  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: 0.406,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  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: 8.7m (28.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 50.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.0 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 13,  Underwater Inspection Date: December 13,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

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: Posted for load-capacity,  Structure Length: 1.56m (5.12ft),  Average Daily Traffic: 2,230 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,869 (year 2035),  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: 3.843,  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: 7.3m (24.0ft),  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 13,  Underwater Inspection Date: December 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >>   Show street view

Structure Number: 90414,  Location: 0.3 Mile E of US-1 MM14.8 (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 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 973 (year 2035),  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: 5.5m (18.0ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 46.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >>   Show street view

Structure Number: 904152,  Location: 0.2 Mile E of US1 MM17 (Lat: 24.643583,  Lng: -81.564167),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 237 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 390 (year 2036),  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: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  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 14,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 904153,  Location: 0.8 Mile 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: 3.75m (12.30ft),  Average Daily Traffic: 592 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 973 (year 2035),  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: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  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 13,  Underwater Inspection Date: December 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >>   Show street view

Structure Number: 90416,  Location: 0.3 Mile 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 2014),  Average Future Daily Traffic: 3 (year 2036),  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,  Inspection Date: May 14,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

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 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,283 (year 2035),  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: 1.1m (3.6ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  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: 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,  Inspection Date: December 13,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 1FL1322,  Location: 1.5 km N of US 1 (Lat: 24.567083,  Lng: -81.795611),  Route carried "on" structure: Other road ,  Year Built: 1965,  Year Reconstructed: 2010,  Status: Posted for load,  Structure Length: 10.24m (33.60ft),  Average Daily Traffic: 250 (year 2013),  Truck Traffic: 20%,  Average Future Daily Traffic: 260 (year 2032),  Design Load: H 20,  Features Intersected: Garrison Bight,  Facility Carried by Structure: Fleming Key Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Navy/Marines,  Approaching Roadway Width: 8.3m (27.2ft),  Navigation Control: Yes ( Vertical Clearance: 5.9m (19.4ft), Horizontal Clearance: 5.9m (19.4ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 36.0 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: 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 desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 10.24m (33.60ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 13,  Underwater Inspection Date: June 11,  Bridge Improvement Cost: $13,000,  Total Project Cost: $13,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 904025,  Location: 0.2 Mile S of 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 2013),  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: 1.8m (5.9ft)

Find on map >>   Show street view

Structure Number: 904025,  Location: 0.2 Mile S of 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 2013),  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: 1.8m (5.9ft)

Discuss Key West, Florida (FL) on our hugely popular Florida forum.


City-data.com does not guarantee the accuracy or timeliness of any information on this site.  Use at your own risk.
Some parts © 2016 Advameg, Inc.