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

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Structure Number: 30148,  Location: 7.0MI SOUTH OF US-41 (Lat: 25.961944,  Lng: -81.710556),  Route carried "on" structure: State highway 951,  Year Built: 1969,  Status: Open,  Structure Length: 48.62m (159.51ft),  Average Daily Traffic: 25,000 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 43,375 (year 2027),  Design Load: HS 20,  Features Intersected: BIG MARCO PASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.194,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Navigation Control: Yes ( Vertical Clearance: 16.7m (54.8ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 16,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 4.86m (15.94ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Underwater Inspection Date: April 2007,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $220,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 30184,  Location: 6.5 MILES SOUTH OF US 41 (Lat: 25.933333,  Lng: -81.655000),  Route carried "on" structure: County highway 92,  Year Built: 1975,  Status: Open,  Structure Length: 56.10m (184.06ft),  Average Daily Traffic: 3,000 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,000 (year 2027),  Design Load: HS 20,  Features Intersected: MARCO CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.037,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.9m (32.5ft),  Navigation Control: Yes ( Vertical Clearance: 16.5m (54.1ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 22,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 63.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.3 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Underwater Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 30207,  Location: 1 MILE SOUTH OF CR-593 (Lat: 25.946167,  Lng: -81.732861),  Route carried "on" structure: City street 951,  Year Built: 1979,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 15,800 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,413 (year 2027),  Design Load: HS 20,  Features Intersected: CLAM BAY,  Facility Carried by Structure: N COLLIER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.043,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.8m (58.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 69.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable 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 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 30208,  Location: 8.5 MILES SOUTH OF US-41 (Lat: 25.951944,  Lng: -81.730556),  Route carried "on" structure: City street 951,  Year Built: 1963,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 9,800 (year 2003),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,003 (year 2025),  Design Load: HS 20,  Features Intersected: SMOKEHOUSE BAY,  Facility Carried by Structure: N COLLIER BLVD WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.815,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 41.7 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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Underwater Inspection Date: January 2007,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $12,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 30209,  Location: 8.6 MILES SOUTH OF US-41 (Lat: 25.951944,  Lng: -81.730556),  Route carried "on" structure: City street 951,  Year Built: 1971,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 9,800 (year 2003),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,003 (year 2025),  Design Load: HS 20,  Features Intersected: SMOKEHOUSE BAY,  Facility Carried by Structure: N COLLIER BLVD EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.815,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.8 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: High priority of replacement,  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: January 2007,  Underwater Inspection Date: January 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 34112,  Location: 0.3 MI. W/O S Barfield Dr (Lat: 25.912167,  Lng: -81.708556),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Posted for load,  Structure Length: 11.16m (36.61ft),  Average Daily Traffic: 380 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 475 (year 2028),  Design Load: HS 20,  Features Intersected: ROBERTS BAY,  Facility Carried by Structure: CAXAMBAS COURT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.2 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: Superior to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2007,  Underwater Inspection Date: January 2007,  Other Special Inspection Date: January 2008,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 34113,  Location: 100 ft. W/O Heathwood (Lat: 25.923333,  Lng: -81.713333),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Posted for load,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 3,000 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,750 (year 2027),  Design Load: HS 20,  Features Intersected: SMOKEHOUSE CREEK,  Facility Carried by Structure: WINTERBERRY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 57.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 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 desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Underwater Inspection Date: January 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 34116,  Location: 0.1 mi W/O CR 953 (Lat: 25.946667,  Lng: -81.723333),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Posted for load,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 640 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,635 (year 2028),  Features Intersected: SMOKEHOUSE BAY,  Facility Carried by Structure: GOLDENROD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.3m (27.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 24.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  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: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2007,  Underwater Inspection Date: January 2007,  Other Special Inspection Date: January 2008,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 34117,  Location: 0.3 MI N/O N COLLIER BLVD (Lat: 25.950833,  Lng: -81.737778),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Posted for load,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 1,250 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,193 (year 2027),  Design Load: HS 20,  Features Intersected: CLAM BAY,  Facility Carried by Structure: KENDALL DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 52.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 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: January 2007,  Underwater Inspection Date: January 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 34118,  Location: 0.2 MI WEST OF KENDALL DR (Lat: 25.950000,  Lng: -81.741667),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Posted for load,  Structure Length: 3.27m (10.73ft),  Average Daily Traffic: 1,250 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,193 (year 2027),  Design Load: HS 20,  Features Intersected: CLAM BAY,  Facility Carried by Structure: HERNANDO DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.9m (35.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.9 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,  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: January 2007,  Underwater Inspection Date: January 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 34119,  Location: 100 ft. E/O SPINNAKER DR (Lat: 25.951667,  Lng: -81.743333),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Posted for load,  Structure Length: 3.06m (10.04ft),  Average Daily Traffic: 1,100 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,554 (year 2027),  Design Load: HS 20,  Features Intersected: CLAM BAY,  Facility Carried by Structure: BLACKMORE COURT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.2m (33.5ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 63.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.3 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Underwater Inspection Date: January 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3412,  Location: 0.1 MI N/O HERNANDO DR (Lat: 25.953333,  Lng: -81.741111),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Posted for load,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 1,000 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,554 (year 2027),  Design Load: HS 20,  Features Intersected: COLLIER BAY,  Facility Carried by Structure: KENDALL DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.2 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: January 2007,  Underwater Inspection Date: January 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 34126,  Location: 0.7 mi. S/O SR 92 (Lat: 25.927583,  Lng: -81.705639),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Posted for load,  Structure Length: 2.14m (7.02ft),  Average Daily Traffic: 620 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 775 (year 2028),  Design Load: HS 20,  Features Intersected: TIDAL CANAL,  Facility Carried by Structure: SANDHILL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.1m (23.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2007,  Underwater Inspection Date: January 2007,  Other Special Inspection Date: January 2008,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 34127,  Location: 100 ft. N/O SR 92 (Lat: 25.937500,  Lng: -81.718611),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Posted for load,  Structure Length: 2.58m (8.46ft),  Average Daily Traffic: 550 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,328 (year 2027),  Design Load: HS 20,  Features Intersected: TIDAL CANAL,  Facility Carried by Structure: SOUTH SEAS COURT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.6m (28.2ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 61.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Underwater Inspection Date: January 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 36001,  Location: 0.70 mi. W/O CR 951 (Lat: 25.961611,  Lng: -81.722417),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 500 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 625 (year 2027),  Design Load: HS 20,  Features Intersected: FACTORY BAY,  Facility Carried by Structure: N. BARFIELD DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.6m (44.6ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 50.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior 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: January 2007,  Underwater Inspection Date: January 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 36002,  Location: 1.3MI NORTH OF CR 92 (Lat: 25.949722,  Lng: -81.708056),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 7,500 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,375 (year 2027),  Features Intersected: MARCO RIVER INLET,  Facility Carried by Structure: N. BARFIELD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.206,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.9m (32.5ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 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: January 2007,  Underwater Inspection Date: January 2007,  Deck Structure Type: Concrete Precast Panels