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

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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)