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

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Structure Number: 150007,  Location: 0.9 MILE EAST OF US-19A (Lat: 27.968122,  Lng: -82.781619),  Route carried "on" structure: State highway 590,  Year Built: 1927,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 18,800 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 32,618 (year 2042),  Design Load: H 15,  Features Intersected: STEVENSONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.806,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.2m (30.2ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150033,  Location: 0.9 MILE NORTH OF SR-60 (Lat: 27.973147,  Lng: -82.729769),  Route carried "on" structure: US 19,  Year Built: 1948,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 111,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 192,585 (year 2042),  Design Load: H 15,  Features Intersected: ALLIGATOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.940,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 46.0m (150.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: March 2020

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Structure Number: 150043,  Location: 0.1 MI. E OF GULF BLVD. (Lat: 27.977583,  Lng: -82.823861),  Route carried "on" structure: State highway 60,  Year Built: 1960,  Status: Open,  Structure Length: 9.85m (32.32ft),  Average Daily Traffic: 34,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 58,990 (year 2042),  Design Load: H 20,  Features Intersected: CLEARWATER HARBOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.317,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 150082,  Location: 1MI NORTH OF SR-60 (Lat: 27.976319,  Lng: -82.729789),  Route carried "on" structure: US 19,  Year Built: 1959,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 5.93m (19.46ft),  Average Daily Traffic: 111,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 192,585 (year 2042),  Design Load: HS 20,  Features Intersected: CSX RR/EAST WEST TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.266,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 43.0m (141.1ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 14.7m (48.2ft),  Curb-To-Curb Width: 42.2m (138.5ft),  Out-to-Out Width: 45.1m (148.0ft)

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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  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

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Structure Number: 150111,  Location: 0.25 MI. E OF US-19A (Lat: 27.960789,  Lng: -82.783428),  Route carried "on" structure: State highway 651,  Year Built: 1952,  Status: Open,  Structure Length: 1.41m (4.63ft),  Average Daily Traffic: 36,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 63,328 (year 2042),  Design Load: H 15,  Features Intersected: STEVENSONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.295,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.4m (70.2ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present 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: March 2020,  Underwater Inspection Date: Febuary 2020

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Structure Number: 150113,  Location: 0.7MI WEST OF US-19 (Lat: 27.976400,  Lng: -82.739736),  Route carried "on" structure: State highway 590,  Year Built: 1927,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 10,900 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,912 (year 2042),  Design Load: HL 93,  Features Intersected: ALLIGATOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.236,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Material/Design: Concrete,  Design/Construction: Arch - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150138,  Location: 3.0 MI EAST OF US-19 (Lat: 27.963422,  Lng: -82.678478),  Route carried "on" structure: State highway 60,  Year Built: 1974,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 14.54m (47.70ft),  Average Daily Traffic: 52,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 90,220 (year 2042),  Design Load: HS 20,  Features Intersected: OLD TAMPA BAY
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 12.152,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.0m (85.3ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 13.5m (44.3ft),  Curb-To-Curb Width: 25.5m (83.7ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 75.3 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: Superior to present desirable 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: March 2020,  Underwater Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150173,  Location: 1.6 MILE N OF SR-590 (Lat: 27.989722,  Lng: -82.795667),  Route carried "on" structure: Alternate US 19,  Year Built: 1983,  Status: Open,  Structure Length: 3.56m (11.68ft),  Average Daily Traffic: 15,700 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 27,240 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: STEVENSON'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.430,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 16.7m (54.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.8m (38.7ft),  Curb or Sidewalk Widths: Left: 4.7m (15.4ft),  Right: 0.0m,  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 60.8 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: 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: March 2020,  Underwater Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150205,  Location: 1.1 MI. EAST OF US-19A (Lat: 27.965642,  Lng: -82.781531),  Route carried "on" structure: Business State highway 60,  Year Built: 1992,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 4,600 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,981 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: STEVENSONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.809,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 150209,  Location: INTERSECT US-19 & SR-580 (Lat: 28.019306,  Lng: -82.738083),  Route carried "on" structure: US 19,  Year Built: 1994,  Status: Open,  Structure Length: 12.95m (42.49ft),  Average Daily Traffic: 106,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 183,910 (year 2042),  Design Load: HL 93,  Features Intersected: SR-580
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.278,  Lanes on structure: 6,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.0m (111.5ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 56.4m (185.0ft),  Curb-To-Curb Width: 34.0m (111.5ft),  Out-to-Out Width: 35.6m (116.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 66.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to 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

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Structure Number: 150216,  Location: 2000FT. SOUTH OF SR-580 (Lat: 28.014306,  Lng: -82.736306),  Route carried "on" structure: US 19,  Year Built: 1994,  Status: Open,  Structure Length: 21.90m (71.85ft),  Average Daily Traffic: 80,000 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 138,800 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: COUNTRYSIDE BLVD
Minimum Vertical Clearance: 6.28m (20.60ft),  Kilometerpoint: 35.612,  Lanes on structure: 8,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 52.1m (170.9ft),  Curb-To-Curb Width: 39.0m (128.0ft),  Out-to-Out Width: 40.5m (132.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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,  Underclear: 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

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Structure Number: 150226,  Location: 0.5MI N OF SR-60 (Lat: 27.967861,  Lng: -82.729889),  Route carried "on" structure: US 19,  Year Built: 2005,  Status: Open,  Structure Length: 26.63m (87.37ft),  Average Daily Traffic: 111,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 192,585 (year 2042),  Design Load: HS 20,  Features Intersected: CR-528 (DREW ST.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.298,  Lanes on structure: 6,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.0m (114.8ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 62.2m (204.1ft),  Curb-To-Curb Width: 34.2m (112.2ft),  Out-to-Out Width: 35.8m (117.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.2 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,  Underclear: 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

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Structure Number: 150231,  Location: 0.2MI N OF DREW ST. (Lat: 27.971344,  Lng: -82.728094),  Route carried "on" structure: State highway ,  Year Built: 2005,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 300 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 521 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: POND 4D,  Facility Carried by Structure: ACCESS ROAD A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.369,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 60.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to 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: 150244,  Location: 0.3MI W OF US-19A/SR-595 (Lat: 27.966292,  Lng: -82.806094),  Route carried "on" structure: State highway 60,  Year Built: 2005,  Status: Open,  Structure Length: 71.32m (233.99ft),  Average Daily Traffic: 34,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 58,990 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CLEARWATER HARBOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.269,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.0m (72.2ft),  Skew: 29 degrees,  Navigation Control: Yes ( Vertical Clearance: 22.6m (74.1ft), Horizontal Clearance: 45.7m (149.9ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 109.7m (359.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 22.0m (72.2ft),  Out-to-Out Width: 34.3m (112.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Underwater Inspection Date: December 2021,  Deck Structure Type: Other

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Structure Number: 150245,  Location: 2.1MI NORTH OF SR-60 (Lat: 27.990806,  Lng: -82.729500),  Route carried "on" structure: US 19,  Year Built: 2007,  Status: Open,  Structure Length: 15.20m (49.87ft),  Average Daily Traffic: 49,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 85,882 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SUNSET POINT RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.718,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 67.5m (221.5ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150246,  Location: 2.1MI NORTH OF SR-60 (Lat: 27.990806,  Lng: -82.729667),  Route carried "on" structure: US 19,  Year Built: 2006,  Status: Open,  Structure Length: 15.20m (49.87ft),  Average Daily Traffic: 49,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 85,882 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SUNSET POINT RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.831,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 67.5m (221.5ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 44.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150247,  Location: 1.5MI NORTH OF SR-60 (Lat: 27.982556,  Lng: -82.729611),  Route carried "on" structure: US 19,  Year Built: 2007,  Status: Open,  Structure Length: 13.80m (45.28ft),  Average Daily Traffic: 55,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 96,292 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: NE COACHMAN RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.886,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 65.0m (213.3ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 44.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150248,  Location: 1.5MI NORTH OF SR-60 (Lat: 27.982556,  Lng: -82.729778),  Route carried "on" structure: US 19,  Year Built: 2006,  Status: Open,  Structure Length: 13.80m (45.28ft),  Average Daily Traffic: 55,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 96,292 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: NE COACHMAN RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.918,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 65.0m (213.3ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 44.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15026,  Location: US-19 & SR-60 INTERSECT (Lat: 27.960517,  Lng: -82.730128),  Route carried "on" structure: US 19,  Year Built: 2014,  Status: Open,  Structure Length: 17.98m (58.99ft),  Average Daily Traffic: 111,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 192,585 (year 2042),  Design Load: HL 93,  Features Intersected: SR-60 (GULF TO BAY BLVD)
Minimum Vertical Clearance: 6.00m (19.69ft),  Kilometerpoint: 29.454,  Lanes on structure: 7,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.2m (115.5ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 73.2m (240.2ft),  Curb-To-Curb Width: 35.2m (115.5ft),  Out-to-Out Width: 36.0m (118.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 45.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  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

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Structure Number: 150262,  Location: 0.3 MI S OF SR-60 (Lat: 27.955225,  Lng: -82.730178),  Route carried "on" structure: US 19,  Year Built: 2014,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 111,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 192,585 (year 2042),  Design Load: HL 93,  Features Intersected: SEVILLE BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.926,  Lanes on structure: 6,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.2m (102.4ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 67.1m (220.1ft),  Curb-To-Curb Width: 31.2m (102.4ft),  Out-to-Out Width: 32.6m (107.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable 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

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Structure Number: 150275,  Location: 1.4 MI N OF SR-686 (Lat: 27.936678,  Lng: -82.730094),  Route carried "on" structure: ServiceUS 19,  Year Built: 2012,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 10,800 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 25,600 (year 2033),  Design Load: HL 93,  Features Intersected: ALLEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.196,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.9m (29.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  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: Febuary 2021,  Underwater Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 154138,  Location: 1.3 MI NORTH OF SR-60 (Lat: 27.978972,  Lng: -82.708833),  Route carried "on" structure: County highway 611,  Year Built: 1990,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 20,750 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 36,002 (year 2042),  Design Load: HS 20,  Features Intersected: ALLIGATOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.021,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 154139,  Location: 1.3 MI NORTH OF SR-60 (Lat: 27.978889,  Lng: -82.709056),  Route carried "on" structure: County highway 611,  Year Built: 1989,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 20,750 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 36,002 (year 2042),  Design Load: HS 20,  Features Intersected: ALLIGATOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.021,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 0.0m,  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 154199,  Location: 0.7 MI S OF CR-576 (Lat: 27.978917,  Lng: -82.783639),  Route carried "on" structure: County highway 365,  Year Built: 1995,  Status: Open,  Structure Length: 3.19m (10.47ft),  Average Daily Traffic: 6,700 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,625 (year 2042),  Design Load: HS 20,  Features Intersected: STEVENSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.183,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.6m (34.8ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Underwater Inspection Date: August 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 154201,  Location: 0.2 MI W OF HIGHLAND AVE (Lat: 27.949783,  Lng: -82.779639),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 2.57m (8.43ft),  Average Daily Traffic: 5,200 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,022 (year 2042),  Design Load: HS 20,  Features Intersected: STEVENSON CREEK,  Facility Carried by Structure: LAKEVIEW RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.603,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 43.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 154205,  Location: 0.2 MI WEST OF BELCHER RD (Lat: 27.942222,  Lng: -82.749750),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 3,900 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,767 (year 2042),  Design Load: HS 20,  Features Intersected: ALLENS CREEK,  Facility Carried by Structure: NURSERY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.534,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 65.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: September 2021

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Structure Number: 154252,  Location: 0.5 MI N OF DREW STREET (Lat: 27.975472,  Lng: -82.734278),  Route carried "on" structure: County highway ,  Year Built: 1925,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 8,900 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,442 (year 2042),  Features Intersected: ALLIGATOR CREEK,  Facility Carried by Structure: OLD COACHMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.670,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.9m (19.4ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 154254,  Location: 0.7 MILE EAST OF US-19 (Lat: 27.923597,  Lng: -82.717625),  Route carried "on" structure: County highway 438,  Year Built: 1971,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 9,300 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,136 (year 2042),  Features Intersected: LONG BRANCH CREEK,  Facility Carried by Structure: WHITNEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.276,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 154255,  Location: 1.1 MI N OF ULMERTON RD (Lat: 27.910306,  Lng: -82.700803),  Route carried "on" structure: County highway 611,  Year Built: 1993,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 36,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 63,328 (year 2042),  Design Load: HS 20,  Features Intersected: SR-686/ROOSEVELT BLVD
Minimum Vertical Clearance: 11.86m (38.91ft),  Kilometerpoint: 4.208,  Lanes on structure: 2,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: County 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: 2,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.8 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 154256,  Location: 0.1 MI N OF ROOSEVELT BVD (Lat: 27.911797,  Lng: -82.700611),  Route carried "on" structure: County highway 611,  Year Built: 1993,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 18,250 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 31,664 (year 2042),  Design Load: HS 20,  Features Intersected: CROSS BAYOU CANAL
Minimum Vertical Clearance: 11.86m (38.91ft),  Kilometerpoint: 4.374,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.3 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Underwater Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 154257,  Location: 0.2MI N OF ROOSEVELT BLVD (Lat: 27.911306,  Lng: -82.701233),  Route carried "on" structure: Ramp Other road 611,  Year Built: 1993,  Status: Open,  Structure Length: 12.83m (42.09ft),  Average Daily Traffic: 5,300 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,196 (year 2042),  Design Load: HS 20,  Features Intersected: CROSS BAYOU CANAL
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 9.2m (30.2ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 80.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.3 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: September 2021,  Underwater Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 154258,  Location: 0.1MI N OF ROOSEVELT BLVD (Lat: 27.912267,  Lng: -82.700097),  Route carried "on" structure: ServiceOther road ,  Year Built: 1993,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 1,250 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,169 (year 2042),  Design Load: HS 20,  Features Intersected: CROSS BAYOU CANAL,  Facility Carried by Structure: SERVICE ROAD
Minimum Vertical Clearance: 11.86m (38.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  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 minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Underwater Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 154259,  Location: BETWEEN SR-686 & SR-60 (Lat: 27.944969,  Lng: -82.704822),  Route carried "on" structure: County highway 611,  Year Built: 1993,  Status: Open,  Structure Length: 427.04m (1401.05ft),  Average Daily Traffic: 32,000 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 55,520 (year 2041),  Design Load: HS 20,  Features Intersected: TAMPA BAY,  Facility Carried by Structure: 49TH ST. NB
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 5.639,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Navigation Control: Yes ( Vertical Clearance: 14.0m (45.9ft), Horizontal Clearance: 19.0m (62.3ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 95,  Number Of Approach Spans: 115,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: Febuary 2021,  Underwater Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 15426,  Location: BETWEEN SR-686 AND SR-60 (Lat: 27.944922,  Lng: -82.705094),  Route carried "on" structure: County highway 611,  Year Built: 1993,  Status: Open,  Structure Length: 427.04m (1401.05ft),  Average Daily Traffic: 32,000 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 55,520 (year 2041),  Design Load: HS 20,  Features Intersected: TAMPA BAY,  Facility Carried by Structure: 49TH ST. SB
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 5.639,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Navigation Control: Yes ( Vertical Clearance: 14.0m (45.9ft), Horizontal Clearance: 19.0m (62.3ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 95,  Number Of Approach Spans: 115,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.3 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: 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: Febuary 2021,  Underwater Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 154261,  Location: 1.1MI N OF ULMERTON RD (Lat: 27.910392,  Lng: -82.700944),  Route carried "on" structure: County highway 611,  Year Built: 1993,  Status: Open,  Structure Length: 5.99m (19.65ft),  Average Daily Traffic: 36,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 63,328 (year 2042),  Design Load: HS 20,  Features Intersected: SR-686/ROOSEVELT BLVD
Minimum Vertical Clearance: 11.86m (38.91ft),  Kilometerpoint: 4.225,  Lanes on structure: 2,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: County 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: 2,  Length of Maximum Span: 30.9m (101.4ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 85.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.3 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 154262,  Location: 0.1MI N OF ROOSEVELT BLVD (Lat: 27.911661,  Lng: -82.700814),  Route carried "on" structure: County highway 611,  Year Built: 1993,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 18,250 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 31,664 (year 2042),  Design Load: HS 20,  Features Intersected: CROSS BAYOU CANAL
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 4.374,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 9.3m (30.5ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 80.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.3 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Underwater Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 154263,  Location: 0.2MI N OF ROOSEVELT BLVD (Lat: 27.911975,  Lng: -82.700408),  Route carried "on" structure: Ramp County highway 611,  Year Built: 1993,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 5.10m (16.73ft),  Average Daily Traffic: 2,400 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,164 (year 2042),  Design Load: HS 20,  Features Intersected: CROSS BAYOU CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.192,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 8.7m (28.5ft),  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: 39.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: September 2021,  Underwater Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 154265,  Location: AT SR-60 (Lat: 27.958439,  Lng: -82.709086),  Route carried "on" structure: Ramp County highway 611,  Year Built: 1993,  Status: Open,  Structure Length: 16.62m (54.53ft),  Average Daily Traffic: 5,200 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,150 (year 2040),  Design Load: HS 20,  Features Intersected: TAMPA BAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.148,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 16.9m (55.4ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 72.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.0 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 minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 154266,  Location: MC MULLEN BOOTH @ SR-60 (Lat: 27.960703,  Lng: -82.708972),  Route carried "on" structure: County highway 611,  Year Built: 1993,  Status: Open,  Structure Length: 14.44m (47.38ft),  Average Daily Traffic: 64,000 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 111,040 (year 2042),  Design Load: HS 20,  Features Intersected: SR-60
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.672,  Lanes on structure: 4,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 52.6m (172.6ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.4 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 154267,  Location: AT SR-60 (Lat: 27.958522,  Lng: -82.708542),  Route carried "on" structure: Ramp County highway 611,  Year Built: 1993,  Status: Open,  Structure Length: 15.96m (52.36ft),  Average Daily Traffic: 5,200 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,022 (year 2040),  Design Load: HS 20,  Features Intersected: TAMPA BAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.013,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 61.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 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 minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 154269,  Location: 500 FT S OF NURSERY RD (Lat: 27.940664,  Lng: -82.750633),  Route carried "on" structure: ServiceOther road ,  Year Built: 2003,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 6 (year 2021),  Average Future Daily Traffic: 11 (year 2042),  Features Intersected: ALLENS CREEK,  Facility Carried by Structure: OAKADIA DRIVE
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.1m (10.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of replacement,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 154568,  Location: 0.2MI EAST OF DOUGLAS AVE (Lat: 27.990056,  Lng: -82.784222),  Route carried "on" structure: County highway 576,  Year Built: 2020,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 7,500 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,000 (year 2041),  Design Load: HL 93,  Features Intersected: SPRING BRANCH CREEK
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.2m (43.3ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 56.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 155501,  Location: 1MI NORTH OF SR-60 (Lat: 27.986017,  Lng: -82.818689),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 6,250 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,844 (year 2041),  Design Load: HS 20,  Features Intersected: CLEARWATER HARBOR CANAL,  Facility Carried by Structure: ISLAND WAY NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.358,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.3m (20.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.4 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  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 2021,  Underwater Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous