Bridge Statistics for St. Cloud, Florida (FL) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 920011,  Location: US-192 WB-St. Cloud C. (Lat: 28.257567,  Lng: -81.322217),  Route carried "on" structure: US 530,  Year Built: 1965,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 19,500 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 33,833 (year 2028),  Design Load: HS 20,  Features Intersected: St Cloud Canal,  Facility Carried by Structure: US-192
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.033,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 54.6 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Underwater Inspection Date: September 2007,  Other Special Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 920026,  Location: 1 MI NORTH OF US 441 (Lat: 28.278333,  Lng: -81.336722),  Route carried "on" structure: County highway 523,  Year Built: 1963,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 25,200 (year 2006),  Truck Traffic: 14%,  Average Future Daily Traffic: 43,722 (year 2028),  Design Load: H 20,  Features Intersected: SR 91 TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.512,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.4m (60.4ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 920044,  Location: 2.5MI S OF KISS. INTRCH (Lat: 28.256111,  Lng: -81.331389),  Route carried "on" structure: County highway 525,  Year Built: 1963,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 25,200 (year 2006),  Truck Traffic: 14%,  Average Future Daily Traffic: 43,722 (year 2028),  Design Load: H 20,  Features Intersected: SR 91 TPK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.892,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 52.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 45.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 920072,  Location: 0.7MI N OF 3 LKS TOLL PLZ (Lat: 28.190833,  Lng: -81.304722),  Route carried "on" structure: State highway 91,  Year Built: 1964,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 2.40m (7.87ft),  Average Daily Traffic: 12,600 (year 2006),  Truck Traffic: 14%,  Average Future Daily Traffic: 21,861 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: GATOR BAY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.072,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.4m (37.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.0m (26.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.8 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 920073,  Location: 6.4 MI S OF KISS INTX (Lat: 28.205556,  Lng: -81.307056),  Route carried "on" structure: State highway 91,  Year Built: 1964,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 12,600 (year 2006),  Truck Traffic: 14%,  Average Future Daily Traffic: 21,861 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: WPA CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.712,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.4m (37.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.0m (29.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.4 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: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 920074,  Location: 1.0 MI S OF US 441 (Lat: 28.251667,  Lng: -81.330028),  Route carried "on" structure: State highway 91,  Year Built: 1963,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 7.76m (25.46ft),  Average Daily Traffic: 12,600 (year 2006),  Truck Traffic: 14%,  Average Future Daily Traffic: 21,861 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: C 31 CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.445,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.4m (37.4ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 16.9m (55.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 80.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.1 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Underwater Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 920078,  Location: 6.5MI S OF ORANGE CO (Lat: 28.265889,  Lng: -81.333444),  Route carried "on" structure: State highway 91,  Year Built: 1963,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 12,600 (year 2006),  Truck Traffic: 14%,  Average Future Daily Traffic: 21,861 (year 2028),  Design Load: H 20,  Features Intersected: US 441 SR 500
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.015,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.2 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 920118,  Location: US-192 EB - St Cloud C. (Lat: 28.257222,  Lng: -81.322500),  Route carried "on" structure: US 530,  Year Built: 1965,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 19,500 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 33,833 (year 2028),  Design Load: HS 20,  Features Intersected: St. Cloud Canal,  Facility Carried by Structure: US-192
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.033,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.7m (28.5ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.6 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Underwater Inspection Date: September 2007,  Other Special Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 920131,  Location: 0.5 MI S OF 3 LAKES TOLL (Lat: 28.173389,  Lng: -81.301944),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 5.68m (18.64ft),  Average Daily Traffic: 25,200 (year 2006),  Truck Traffic: 14%,  Average Future Daily Traffic: 43,722 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: SR 91 TPK,  Facility Carried by Structure: FRIARS COVE 235.9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.117,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 920132,  Location: 0.7MI N OF 3 LKS TOLL PLZ (Lat: 28.191139,  Lng: -81.304722),  Route carried "on" structure: State highway 91,  Year Built: 1964,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 2.40m (7.87ft),  Average Daily Traffic: 12,600 (year 2006),  Truck Traffic: 14%,  Average Future Daily Traffic: 21,861 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: GATOR BAY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.072,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.4m (37.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.0m (26.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.8 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 920133,  Location: 6.4 MI S OF KISS INTX (Lat: 28.205611,  Lng: -81.306667),  Route carried "on" structure: State highway 91,  Year Built: 1964,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 12,600 (year 2006),  Truck Traffic: 14%,  Average Future Daily Traffic: 21,861 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: WPA CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.717,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.4m (37.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.0m (29.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.4 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: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 920134,  Location: 6.5 MI S OF ORANGE CO (Lat: 28.264722,  Lng: -81.333056),  Route carried "on" structure: State highway 91,  Year Built: 1963,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 12,600 (year 2006),  Truck Traffic: 14%,  Average Future Daily Traffic: 21,861 (year 2028),  Design Load: H 20,  Features Intersected: US 441 SR 500
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.900,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.6m (93.8ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.2 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 92014,  Location: 1 MI S OF US 441 (Lat: 28.251667,  Lng: -81.329944),  Route carried "on" structure: State highway 91,  Year Built: 1963,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 7.76m (25.46ft),  Average Daily Traffic: 12,600 (year 2006),  Truck Traffic: 14%,  Average Future Daily Traffic: 21,861 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: C 31 CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.388,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.4m (37.4ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 16.9m (55.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 80.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.1 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Underwater Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 924037,  Location: 100ft N/O Brown Chapel Rd (Lat: 28.267083,  Lng: -81.309667),  Route carried "on" structure: County highway 523,  Year Built: 1960,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 8,060 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,350 (year 2024),  Design Load: H 20,  Features Intersected: St Cloud Canal C-31,  Facility Carried by Structure: Lake Shore Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.688,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.9 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 desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Underwater Inspection Date: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 924182,  Location: 2.2 Miles South of US-192 (Lat: 28.220556,  Lng: -81.316944),  Route carried "on" structure: County highway 525,  Year Built: 2006,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 950 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,545 (year 2025),  Features Intersected: SR-91 TPK,  Facility Carried by Structure: KISSIMMEE PARK RD.
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.8m (48.6ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 63.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.9 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 920026,  Location: 1 MI NORTH OF US 441 (Lat: 28.278333,  Lng: -81.336722),  Route carried "under" structure: State highway 91,  Year Built: 1963,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 25,200 (year 2006),  Truck Traffic: 14%,  Features Intersected: SR 91 TPK,  Facility Carried by Structure: CR 523 243.6
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 56.501,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.4m (60.4ft)

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Structure Number: 920044,  Location: 2.5MI S OF KISS. INTRCH (Lat: 28.256111,  Lng: -81.331389),  Route carried "under" structure: State highway 91,  Year Built: 1963,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 25,200 (year 2006),  Truck Traffic: 14%,  Features Intersected: SR 91 TPK,  Facility Carried by Structure: CR 525 241.9
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 53.892,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 920078,  Location: 6.5MI S OF ORANGE CO (Lat: 28.265889,  Lng: -81.333444),  Route carried "under" structure: US 441,  Year Built: 1963,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 39,000 (year 2006),  Truck Traffic: 12%,  Features Intersected: US 441 SR 500,  Facility Carried by Structure: SR 91 SB 242.6
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 8.692,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 920131,  Location: 0.5 MI S OF 3 LAKES TOLL (Lat: 28.173389,  Lng: -81.301944),  Route carried "under" structure: State highway 91,  Year Built: 1964,  Structure Length: 5.68m (18.64ft),  Average Daily Traffic: 25,200 (year 2006),  Truck Traffic: 14%,  Features Intersected: SR 91 TPK,  Facility Carried by Structure: FRIARS COVE 235.9
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 44.117,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 920134,  Location: 6.5 MI S OF ORANGE CO (Lat: 28.264722,  Lng: -81.333056),  Route carried "under" structure: US 441,  Year Built: 1963,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 39,000 (year 2006),  Truck Traffic: 12%,  Features Intersected: US 441 SR 500,  Facility Carried by Structure: SR 91 NB 242.6
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 8.663,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.6m (93.8ft)

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Structure Number: 924182,  Location: 2.2 Miles South of US-192 (Lat: 28.220556,  Lng: -81.316944),  Route carried "under" structure: State highway 91,  Year Built: 2006,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 21,300 (year 2001),  Truck Traffic: 5%,  Features Intersected: SR-91 TPK,  Facility Carried by Structure: KISSIMMEE PARK RD.
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 49.725,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)