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

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Structure Number: 130019,  Location: 1.4 MI N OF US-41 (Lat: 27.568039,  Lng: -82.568731),  Route carried "on" structure: US 19,  Year Built: 1969,  Status: Open,  Structure Length: 10.30m (33.79ft),  Average Daily Traffic: 10,250 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,784 (year 2042),  Design Load: HS 20,  Features Intersected: TERRA CEIA BAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.996,  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: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: October 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 130116,  Location: 0.6MI W OF US-41 (Lat: 27.585186,  Lng: -82.550281),  Route carried "on" structure: Interstate 275,  Year Built: 1983,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 21,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 37,302 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: BAYSHORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.633,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 130117,  Location: 0.6MI WEST OF US-41 (Lat: 27.584881,  Lng: -82.550500),  Route carried "on" structure: Interstate 275,  Year Built: 1983,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 21,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 37,302 (year 2042),  Design Load: HS 20,  Features Intersected: BAYSHORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.659,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 130118,  Location: 2.2 MI WEST OF I-75 (Lat: 27.585469,  Lng: -82.540358),  Route carried "on" structure: Interstate 275,  Year Built: 1984,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 27,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 46,845 (year 2042),  Design Load: HS 20,  Features Intersected: US-41/SR-45
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.632,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.2 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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 130119,  Location: 2.2 MI WEST OF I-75 (Lat: 27.585147,  Lng: -82.540281),  Route carried "on" structure: Interstate 275,  Year Built: 1983,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 27,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 46,845 (year 2042),  Design Load: HS 20,  Features Intersected: US-41/SR-45
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.632,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.2 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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 13012,  Location: 0.3MI SOUTH OF US-41 (Lat: 27.585642,  Lng: -82.535158),  Route carried "on" structure: Interstate 275,  Year Built: 1983,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 27,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 46,845 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: FROG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.141,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Highway Agency,  Approaching Roadway Width: 15.3m (50.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 130121,  Location: 0.3MI SOUTH OF US-41 (Lat: 27.585294,  Lng: -82.535153),  Route carried "on" structure: Interstate 275,  Year Built: 1983,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 27,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 46,845 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: FROG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.141,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.5 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 130123,  Location: 0.3MI WEST OF US-41/SR-45 (Lat: 27.585364,  Lng: -82.545108),  Route carried "on" structure: Interstate 275,  Year Built: 1983,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 21,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 37,302 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.118,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 130124,  Location: 0.3MI WEST OF US-41/SR-45 (Lat: 27.584994,  Lng: -82.545194),  Route carried "on" structure: Interstate 275,  Year Built: 1983,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 21,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 37,302 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.133,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 41.7 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 130125,  Location: 1.5MI WEST OF US-41 (Lat: 27.580764,  Lng: -82.566967),  Route carried "on" structure: Interstate 275,  Year Built: 1984,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 21,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 37,302 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: ABEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.362,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 130126,  Location: 1.5MI WEST OF US-41 (Lat: 27.580439,  Lng: -82.566844),  Route carried "on" structure: Interstate 275,  Year Built: 1984,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 21,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 37,302 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: ABEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.368,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 130127,  Location: 2.1 MI WEST OF US-41 (Lat: 27.581764,  Lng: -82.577917),  Route carried "on" structure: Interstate 275,  Year Built: 1984,  Status: Open,  Structure Length: 34.10m (111.88ft),  Average Daily Traffic: 21,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 37,302 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: US-19/WILLIAMS BAYOU
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 7.298,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 130128,  Location: 2.1 MI WEST OF US-41 (Lat: 27.581333,  Lng: -82.578703),  Route carried "on" structure: Interstate 275,  Year Built: 1984,  Status: Open,  Structure Length: 27.80m (91.21ft),  Average Daily Traffic: 21,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 37,302 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: US-19/WILLIAMS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.327,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Highway Agency,  Approaching Roadway Width: 13.3m (43.6ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.4 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,  Underclear: 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,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 130129,  Location: 1.2MI. WEST OF US-41 (Lat: 27.582042,  Lng: -82.563214),  Route carried "on" structure: Interstate 275,  Year Built: 1984,  Status: Open,  Structure Length: 55.47m (181.99ft),  Average Daily Traffic: 21,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 37,302 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: TERRA CEIA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.718,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 52,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Inventory Rating: 41.5 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: 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: August 2020,  Underwater Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 13013,  Location: 1.2 MI WEST OF US-41 (Lat: 27.581744,  Lng: -82.563064),  Route carried "on" structure: Interstate 275,  Year Built: 1984,  Status: Open,  Structure Length: 51.21m (168.01ft),  Average Daily Traffic: 21,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 37,302 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: TERRA CEIA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.739,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 48,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 40.8 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: 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: August 2020,  Underwater Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 130133,  Location: 1.0 MI. EAST OF US-19 (Lat: 27.580503,  Lng: -82.561614),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Posted for load-capacity,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 702 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,218 (year 2040),  Design Load: HS 20,  Features Intersected: TERRA CEIA BAYOU,  Facility Carried by Structure: 77TH ST TERRA CEIA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 10.3m (33.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 75.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 130138,  Location: 1.0 MI N OF S. TOLL BOOTH (Lat: 27.583922,  Lng: -82.613300),  Route carried "on" structure: Interstate 275,  Year Built: 1989,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 32,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 55,520 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: S. REST AREA ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.391,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 130139,  Location: 0.7 MI S OF SKYWAY BRIDGE (Lat: 27.586775,  Lng: -82.620364),  Route carried "on" structure: Interstate 275,  Year Built: 1990,  Status: Open,  Structure Length: 10.29m (33.76ft),  Average Daily Traffic: 32,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 55,520 (year 2042),  Design Load: HS 20,  Features Intersected: TAMPA BAY
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 18.126,  Lanes on structure: 3,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Navigation Control: Yes ( Vertical Clearance: 3.8m (12.5ft), Horizontal Clearance: 14.6m (47.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Length Of Structure Improvement: 10.24m (33.60ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Underwater Inspection Date: December 2020,  Bridge Improvement Cost: $116,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $128,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 13014,  Location: 1.0 MI N OF S. TOLL BOOTH (Lat: 27.583722,  Lng: -82.613361),  Route carried "on" structure: Interstate 275,  Year Built: 1989,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 32,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 55,520 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: S. REST AREA ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.391,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 130141,  Location: 0.7 MI S OF SKYWAY BRIDGE (Lat: 27.586436,  Lng: -82.620644),  Route carried "on" structure: ServiceOther road 275,  Year Built: 1992,  Status: Open,  Structure Length: 10.24m (33.60ft),  Average Daily Traffic: 300 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 521 (year 2042),  Design Load: HS 20,  Features Intersected: TAMPA BAY,  Facility Carried by Structure: ACCESS RD FISHPIER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.863,  Lanes on structure: 2,  Toll: On Interstate toll segment,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Navigation Control: Yes ( Vertical Clearance: 4.9m (16.1ft), Horizontal Clearance: 13.9m (45.6ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 41.7 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: Equal to present desirable criteria,  Length Of Structure Improvement: 10.24m (33.60ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Underwater Inspection Date: December 2020,  Bridge Improvement Cost: $134,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $147,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 13015,  Location: 2.4 MI N OF US-301 (Lat: 27.552069,  Lng: -82.563072),  Route carried "on" structure: US 19,  Year Built: 2000,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 11,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 19,952 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: US-41 (SR-45)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.068,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 73.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 130151,  Location: 1.4 MI N OF US-41 (Lat: 27.567856,  Lng: -82.568828),  Route carried "on" structure: US 19,  Year Built: 2001,  Status: Open,  Structure Length: 10.24m (33.60ft),  Average Daily Traffic: 10,250 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,784 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: TERRA CEIA BAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.996,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.8 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 130951,  Location: 0.7 MI S OF SKYWAY BRIDGE (Lat: 27.586592,  Lng: -82.620494),  Route carried "on" structure: Interstate 275,  Year Built: 1968,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 10.29m (33.76ft),  Average Daily Traffic: 32,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 55,520 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: TAMPA BAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.126,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Navigation Control: Yes ( Vertical Clearance: 3.8m (12.5ft), Horizontal Clearance: 13.9m (45.6ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 14.7m (48.2ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 51.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.30m (33.79ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Underwater Inspection Date: December 2020,  Bridge Improvement Cost: $21,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $23,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 134002,  Location: 0.6 MI. SW OF US-41 (Lat: 27.591033,  Lng: -82.552417),  Route carried "on" structure: County highway ,  Year Built: 1950,  Status: Posted for load,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 130 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 226 (year 2040),  Features Intersected: FROG CREEK,  Facility Carried by Structure: BISHOP HARBOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 5.0m (16.4ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 37.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 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: Meets minimum limits,  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: March 2020,  Underwater Inspection Date: Febuary 2020,  Other Special Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 134005,  Location: 0.3 MI. EAST OF US-41 (Lat: 27.557878,  Lng: -82.552297),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Posted for load,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 2,900 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,032 (year 2042),  Features Intersected: TERRA CEIA CREEK,  Facility Carried by Structure: 49th St E EXP FARM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.213,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.9m (32.5ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 35.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.0 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: 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,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2020,  Other Special Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 134006,  Location: 0.7MI SW OF US-41 (Lat: 27.589575,  Lng: -82.546283),  Route carried "on" structure: County highway ,  Year Built: 1949,  Year Reconstructed: 1960,  Status: Posted for load-capacity,  Structure Length: 2.51m (8.23ft),  Average Daily Traffic: 1,272 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,207 (year 2040),  Design Load: H 15,  Features Intersected: FROG CREEK,  Facility Carried by Structure: BAYSHORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.428,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 67.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.3 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Underwater Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 134007,  Location: 0.4MI. N OF PALM VIEW RD. (Lat: 27.573883,  Lng: -82.535911),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Posted for load-capacity,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 389 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 675 (year 2040),  Design Load: HS 20,  Features Intersected: MCMULLEN CREEK,  Facility Carried by Structure: 28TH AVE. EAST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.575,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.6 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 134091,  Location: 0.9 MI. NW OF US-41 (Lat: 27.575000,  Lng: -82.555278),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 2,073 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,597 (year 2040),  Design Load: HS 20,  Features Intersected: MCMULLEN CREEK,  Facility Carried by Structure: BAYSHORE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.513,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 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: 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: March 2020,  Underwater Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 130116,  Location: 0.6MI W OF US-41 (Lat: 27.585186,  Lng: -82.550281),  Route carried "under" structure: County highway ,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 700 (year 2020),  Truck Traffic: 5%,  Features Intersected: BAYSHORE ROAD,  Facility Carried by Structure: I-275 NB
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 130117,  Location: 0.6MI WEST OF US-41 (Lat: 27.584881,  Lng: -82.550500),  Route carried "under" structure: County highway ,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 700 (year 2020),  Truck Traffic: 5%,  Features Intersected: BAYSHORE ROAD,  Facility Carried by Structure: I-275 SB
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 130118,  Location: 2.2 MI WEST OF I-75 (Lat: 27.585469,  Lng: -82.540358),  Route carried "under" structure: US 41,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 12,800 (year 2020),  Truck Traffic: 13%,  Features Intersected: US-41/SR-45,  Facility Carried by Structure: I-275/SR-93 NB
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 8.391,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 130119,  Location: 2.2 MI WEST OF I-75 (Lat: 27.585147,  Lng: -82.540281),  Route carried "under" structure: US 41,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 30,000 (year 2020),  Truck Traffic: 12%,  Features Intersected: US-41/SR-45,  Facility Carried by Structure: I-275/SR-93 SB
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 8.356,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 130125,  Location: 1.5MI WEST OF US-41 (Lat: 27.580764,  Lng: -82.566967),  Route carried "under" structure: County highway ,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 101 (year 2020),  Truck Traffic: 5%,  Features Intersected: ABEL ROAD,  Facility Carried by Structure: I-275 NB
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 130126,  Location: 1.5MI WEST OF US-41 (Lat: 27.580439,  Lng: -82.566844),  Route carried "under" structure: County highway ,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 101 (year 2020),  Truck Traffic: 5%,  Features Intersected: ABEL ROAD,  Facility Carried by Structure: I-275 SB
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 130127,  Location: 2.1 MI WEST OF US-41 (Lat: 27.581764,  Lng: -82.577917),  Route carried "under" structure: US 19,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 8,600 (year 2020),  Truck Traffic: 12%,  Features Intersected: US-19/WILLIAMS BAYOU,  Facility Carried by Structure: I-275 NB
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 13.898,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 130127,  Location: 2.1 MI WEST OF US-41 (Lat: 27.581764,  Lng: -82.577917),  Route carried "under" structure: County highway ,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 20 (year 2019),  Features Intersected: US-19/WILLIAMS BAYOU,  Facility Carried by Structure: I-275 NB
Minimum Vertical Clearance: 5.88m (19.29ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 130128,  Location: 2.1 MI WEST OF US-41 (Lat: 27.581333,  Lng: -82.578703),  Route carried "under" structure: US 19,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 8,600 (year 2020),  Truck Traffic: 12%,  Features Intersected: US-19/WILLIAMS BAYOU,  Facility Carried by Structure: I-275 SB
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 13.847,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 130128,  Location: 2.1 MI WEST OF US-41 (Lat: 27.581333,  Lng: -82.578703),  Route carried "under" structure: County highway ,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 20 (year 2019),  Features Intersected: US-19/WILLIAMS BAYOU,  Facility Carried by Structure: I-275 SB
Minimum Vertical Clearance: 6.00m (19.69ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 130138,  Location: 1.0 MI N OF S. TOLL BOOTH (Lat: 27.583922,  Lng: -82.613300),  Route carried "under" structure: ServiceOther road ,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 5,160 (year 2019),  Truck Traffic: 6%,  Features Intersected: S. REST AREA ACCESS RD,  Facility Carried by Structure: I-275 (US-19) NB
Minimum Vertical Clearance: 4.48m (14.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 13014,  Location: 1.0 MI N OF S. TOLL BOOTH (Lat: 27.583722,  Lng: -82.613361),  Route carried "under" structure: ServiceOther road ,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2019),  Truck Traffic: 8%,  Features Intersected: S. REST AREA ACCESS ROAD,  Facility Carried by Structure: I-275 (US-19) SB
Minimum Vertical Clearance: 4.63m (15.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 13015,  Location: 2.4 MI N OF US-301 (Lat: 27.552069,  Lng: -82.563072),  Route carried "under" structure: US 41,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 14,500 (year 2020),  Truck Traffic: 7%,  Features Intersected: US-41 (SR-45),  Facility Carried by Structure: US-19 NB (SR-55)
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.396,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)