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

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Structure Number: 86014,  Location: 350m East of SR-817 (Lat: 26.064939,  Lng: -80.248125),  Route carried "on" structure: State highway 818,  Year Built: 1964,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 24,092 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 41,800 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Drainage Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.692,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 31.2m (102.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.3m (7.5ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 73.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum 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: Febuary 2020,  Underwater Inspection Date: Febuary 2020

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Structure Number: 860165,  Location: ADJ. TO N SIDE OF SR-84 (Lat: 26.103478,  Lng: -80.265269),  Route carried "on" structure: County highway ,  Year Built: 1971,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 19,344 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,900 (year 2042),  Design Load: HS 15,  Features Intersected: N NEW RIVER G-15 CANAL,  Facility Carried by Structure: PINE ISLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.058,  Lanes on structure: 8,  Owner: County Highway Agency,  Approaching Roadway Width: 28.2m (92.5ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 39.4m (129.3ft),  Out-to-Out Width: 40.2m (131.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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 2021,  Underwater Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860223,  Location: SR-817 & SR-818UNIV-GRIFF (Lat: 26.065256,  Lng: -80.252189),  Route carried "on" structure: State highway 817,  Year Built: 1971,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 50,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 87,618 (year 2040),  Design Load: HS 20,  Features Intersected: CANAL C-11,  Facility Carried by Structure: University Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.390,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.9m (130.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 47.2m (154.9ft),  Out-to-Out Width: 51.1m (167.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 57.2 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: Equal to 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: June 2020,  Underwater Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860294,  Location: ADJ TO N SIDE OF GRIFFIN (Lat: 26.065394,  Lng: -80.232139),  Route carried "on" structure: County highway ,  Year Built: 1979,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 3.65m (11.98ft),  Average Daily Traffic: 31,600 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 54,826 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SOUTH NEW RIVER C-11,  Facility Carried by Structure: DAVIE RD. (SW64TH)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 8,  Owner: County Highway Agency,  Approaching Roadway Width: 29.7m (97.4ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 30.1m (98.8ft),  Out-to-Out Width: 38.9m (127.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 63.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 86033,  Location: 1.25 MI S OF GRIFFIN RD (Lat: 26.044167,  Lng: -80.352817),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 11.67m (38.29ft),  Average Daily Traffic: 2,700 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,684 (year 2042),  Design Load: HS 20,  Features Intersected: I-75 (SR-93),  Facility Carried by Structure: STIRLING ROAD WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.816,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 34.2m (112.2ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 860331,  Location: 1.25 MI S OF GRIFFIN RD (Lat: 26.043986,  Lng: -80.352811),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 11.67m (38.29ft),  Average Daily Traffic: 2,700 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,684 (year 2042),  Design Load: HS 20,  Features Intersected: I-75 (SR-93),  Facility Carried by Structure: STIRLING ROAD EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.816,  Lanes on structure: 2,  Lanes under structure: 12,  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: 5,  Length of Maximum Span: 34.2m (112.2ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 860346,  Location: 0.9MI N OF GRIFFIN RD (Lat: 26.074917,  Lng: -80.359806),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 12.59m (41.31ft),  Average Daily Traffic: 7,300 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,666 (year 2042),  Design Load: HS 20,  Features Intersected: I-75 (SR-93),  Facility Carried by Structure: SW 36TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.551,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 47.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860347,  Location: 1.2 MI N OF STIRLING RD (Lat: 26.062722,  Lng: -80.353889),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 12.31m (40.39ft),  Average Daily Traffic: 38,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 66,798 (year 2042),  Design Load: HS 20,  Features Intersected: I-75 (SR-93),  Facility Carried by Structure: GRIFFIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.018,  Lanes on structure: 8,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 34.6m (113.5ft),  Out-to-Out Width: 40.4m (132.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.6 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: 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,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860354,  Location: 0.6 MI N OF GRIFFIN RD (Lat: 26.068658,  Lng: -80.356944),  Route carried "on" structure: Interstate 75,  Year Built: 1983,  Status: Open,  Structure Length: 3.89m (12.76ft),  Average Daily Traffic: 77,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 134,462 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SOUTH NEW RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.153,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.8m (68.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.8m (45.3ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum 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 2020,  Underwater Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860355,  Location: 0.6 MI N OF GRIFFIN RD (Lat: 26.068914,  Lng: -80.356336),  Route carried "on" structure: Interstate 75,  Year Built: 1983,  Status: Open,  Structure Length: 3.89m (12.76ft),  Average Daily Traffic: 77,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 134,462 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SOUTH NEW RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.097,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.8m (81.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.0m (42.7ft),  Curb-To-Curb Width: 24.8m (81.4ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Underwater Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860358,  Location: 1 Mi. W of University Dr. (Lat: 26.102686,  Lng: -80.265569),  Route carried "on" structure: Interstate 595,  Year Built: 1988,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 10.30m (33.79ft),  Average Daily Traffic: 55,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 96,292 (year 2042),  Design Load: HL 93,  Features Intersected: Pine Island Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.692,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.5m (159.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860359,  Location: 2 Mi. W of University Dr. (Lat: 26.106967,  Lng: -80.281972),  Route carried "on" structure: Interstate 595,  Year Built: 1988,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 10.10m (33.14ft),  Average Daily Traffic: 55,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 96,292 (year 2042),  Design Load: HL 93,  Features Intersected: Nob Hill Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.981,  Lanes on structure: 8,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 46.7m (153.2ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 43.4m (142.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.9 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 86036,  Location: 2 Mi.W. of University Dr. (Lat: 26.106750,  Lng: -80.282056),  Route carried "on" structure: Interstate 595,  Year Built: 1988,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 10.10m (33.14ft),  Average Daily Traffic: 55,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 96,292 (year 2042),  Design Load: HL 93,  Features Intersected: Nob Hill Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.981,  Lanes on structure: 4,  Lanes under structure: 21,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 46.7m (153.2ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860368,  Location: 4 MI W Of University Dr. (Lat: 26.114583,  Lng: -80.313639),  Route carried "on" structure: Interstate 595,  Year Built: 1988,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 11.41m (37.43ft),  Average Daily Traffic: 7,900 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,706 (year 2042),  Design Load: HL 93,  Features Intersected: SR-823 Flamingo Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.993,  Lanes on structure: 4,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860369,  Location: 4 Mi. W of University Dr. (Lat: 26.114389,  Lng: -80.313639),  Route carried "on" structure: Interstate 595,  Year Built: 1988,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 11.41m (37.43ft),  Average Daily Traffic: 55,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 96,292 (year 2042),  Design Load: HL 93,  Features Intersected: SR-823 Flamingo Road
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 1.698,  Lanes on structure: 4,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.9 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 86037,  Location: 3 Mi W of University Dr (Lat: 26.110817,  Lng: -80.297611),  Route carried "on" structure: Interstate 595,  Year Built: 1988,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 9.99m (32.78ft),  Average Daily Traffic: 55,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 96,292 (year 2042),  Design Load: HL 93,  Features Intersected: Hiatus Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.360,  Lanes on structure: 7,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 38.2m (125.3ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 49.0m (160.8ft),  Curb-To-Curb Width: 38.2m (125.3ft),  Out-to-Out Width: 39.6m (129.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860371,  Location: 3 Mi W of University Dr (Lat: 26.110536,  Lng: -80.297678),  Route carried "on" structure: Interstate 595,  Year Built: 1988,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 9.97m (32.71ft),  Average Daily Traffic: 55,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 96,292 (year 2042),  Design Load: HL 93,  Features Intersected: Hiatus Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.360,  Lanes on structure: 4,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860378,  Location: 0.7mi. W of Fla. Turnpike (Lat: 26.093531,  Lng: -80.226833),  Route carried "on" structure: Interstate 595,  Year Built: 1989,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 61,768 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 107,067 (year 2042),  Design Load: HL 93,  Features Intersected: Davie Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.718,  Lanes on structure: 9,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 45.1m (148.0ft),  Out-to-Out Width: 47.1m (154.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 37.8 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: Equal to present desirable 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860379,  Location: 0.7mi. W of Fla. Turnpike (Lat: 26.093131,  Lng: -80.226928),  Route carried "on" structure: Interstate 595,  Year Built: 1989,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 61,768 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 107,167 (year 2042),  Design Load: HL 93,  Features Intersected: Davie Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.718,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 28.9m (94.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860383,  Location: 7.3 Mi W of Fl. Tpk. (Lat: 26.118472,  Lng: -80.330139),  Route carried "on" structure: Interstate 595,  Year Built: 1987,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 10.17m (33.37ft),  Average Daily Traffic: 55,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 96,292 (year 2042),  Design Load: HL 93,  Features Intersected: SW 136TH Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.2m (128.6ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 38.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860384,  Location: 7.3 MI W of FL TPK (Lat: 26.118139,  Lng: -80.330167),  Route carried "on" structure: Interstate 595,  Year Built: 1987,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 10.17m (33.37ft),  Average Daily Traffic: 55,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 96,292 (year 2042),  Design Load: HL 93,  Features Intersected: SW 136TH Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.7m (140.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.2m (128.6ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 45.4m (149.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 38.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.7 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860388,  Location: I-595/I-75 INTERCHANGE (Lat: 26.118186,  Lng: -80.344456),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1986,  Status: Open,  Structure Length: 12.41m (40.72ft),  Average Daily Traffic: 31,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 53,785 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-84EB & SW 148 Ave Rmp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.336,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 57.0m (187.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  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: Equal to 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 860389,  Location: 1 MI S OF I-75 & I-595 (Lat: 26.102356,  Lng: -80.360117),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 14.13m (46.36ft),  Average Daily Traffic: 11,100 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 19,258 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I-75 (SR-93),  Facility Carried by Structure: INDIAN TRACE(SW14)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.371,  Lanes on structure: 2,  Lanes under structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 8.3m (27.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 56.5m (185.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  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 corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 86039,  Location: I-595/SR-817 Interchange (Lat: 26.098889,  Lng: -80.250514),  Route carried "on" structure: Ramp Interstate 595,  Year Built: 1989,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 29.76m (97.64ft),  Average Daily Traffic: 14,500 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 25,158 (year 2042),  Design Load: HL 93,  Features Intersected: I-595 SR-84 Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.185,  Lanes on structure: 1,  Lanes under structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 71.0m (232.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.5 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: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2021,  Underwater Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860391,  Location: 2.25mi W of FL Turnpike (Lat: 26.099008,  Lng: -80.250719),  Route carried "on" structure: Interstate 595,  Year Built: 1989,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 61,768 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 107,167 (year 2042),  Design Load: HL 93,  Features Intersected: SR-817(University Drive)
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 8.256,  Lanes on structure: 4,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 31.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 26.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860392,  Location: 2.25Mi W of Fl Turnpike (Lat: 26.098722,  Lng: -80.250667),  Route carried "on" structure: Interstate 595,  Year Built: 1989,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 7,108 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,332 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: University Drive(SR-817)
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 9.560,  Lanes on structure: 3,  Lanes under structure: 11,  Base Highway Network: Yes,  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: 42.7m (140.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860393,  Location: I595/SR817 Interchange (Lat: 26.098639,  Lng: -80.250656),  Route carried "on" structure: Ramp Interstate 595,  Year Built: 1989,  Status: Open,  Structure Length: 23.74m (77.89ft),  Average Daily Traffic: 6,900 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,972 (year 2042),  Design Load: HS 20,  Features Intersected: I-595 (SR-862)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.381,  Lanes on structure: 1,  Lanes under structure: 16,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 68.0m (223.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860413,  Location: I-595/SR-7 Interchange (Lat: 26.084056,  Lng: -80.203167),  Route carried "on" structure: State highway 84,  Year Built: 1987,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 8.09m (26.54ft),  Average Daily Traffic: 7,800 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,533 (year 2042),  Design Load: HL 93,  Features Intersected: US-441 (SR-7)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.610,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.8 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860414,  Location: I-595/SR-7 Interchange (Lat: 26.083833,  Lng: -80.203194),  Route carried "on" structure: Ramp Interstate 595,  Year Built: 1987,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 6,400 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,104 (year 2042),  Design Load: HL 93,  Features Intersected: US-441 (SR-7)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.280,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.8 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: 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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860415,  Location: SR-7 / I-595 Interchange (Lat: 26.088472,  Lng: -80.203250),  Route carried "on" structure: Ramp Interstate 595,  Year Built: 1987,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 3,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,205 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: North New River Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.230,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Navigation Control: Yes ( Vertical Clearance: 3.9m (12.8ft), Horizontal Clearance: 12.2m (40.0ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  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: 54.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.2 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,  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: October 2021,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860416,  Location: I-595/SR-7 Interchange (Lat: 26.086278,  Lng: -80.202500),  Route carried "on" structure: Ramp Interstate 595,  Year Built: 1988,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 8,800 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,268 (year 2042),  Design Load: HS 20,  Features Intersected: US-441 (SR-7)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.512,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860417,  Location: SR-7 & I-595 Interchange (Lat: 26.085056,  Lng: -80.205111),  Route carried "on" structure: Ramp Interstate 595,  Year Built: 1988,  Status: Open,  Structure Length: 10.61m (34.81ft),  Average Daily Traffic: 22,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 39,038 (year 2042),  Design Load: HS 20,  Features Intersected: Ramp SB SR-7 & EB SR-84
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 28.5m (93.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860418,  Location: US-441 & I-595 interchg (Lat: 26.085028,  Lng: -80.202889),  Route carried "on" structure: Interstate 595,  Year Built: 1988,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 8.64m (28.35ft),  Average Daily Traffic: 97,250 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 168,729 (year 2042),  Design Load: HL 93,  Features Intersected: US-441 (SR-7)
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 13.275,  Lanes on structure: 7,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.6m (100.4ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 32.6m (107.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860419,  Location: US-441 & I-595 Interchg (Lat: 26.085333,  Lng: -80.202750),  Route carried "on" structure: Interstate 595,  Year Built: 1988,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 8.67m (28.44ft),  Average Daily Traffic: 97,250 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 168,729 (year 2042),  Design Load: HL 93,  Features Intersected: US-441 (SR-7)
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 13.275,  Lanes on structure: 6,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.7m (100.7ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 29.6m (97.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.8 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: 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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 86042,  Location: I-595 & SR-7 INTERCHANGE (Lat: 26.085908,  Lng: -80.202614),  Route carried "on" structure: State highway 84,  Year Built: 1988,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 10,250 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,784 (year 2042),  Design Load: HL 93,  Features Intersected: US 441-SR 7,  Facility Carried by Structure: I595 WB
Minimum Vertical Clearance: 14.63m (48.00ft),  Kilometerpoint: 0.995,  Lanes on structure: 3,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.5 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: 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,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860421,  Location: 0.25 mi. East of SR-7 (Lat: 26.083056,  Lng: -80.198306),  Route carried "on" structure: Ramp US 441,  Year Built: 1988,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 7.02m (23.03ft),  Average Daily Traffic: 28,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 49,448 (year 2042),  Design Load: HS 20,  Features Intersected: SR-7 Ramp to SR-84
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.782,  Lanes on structure: 3,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.2m (115.5ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.6 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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860422,  Location: SR-7 & I-595 Interchange (Lat: 26.084622,  Lng: -80.202986),  Route carried "on" structure: Ramp Interstate 595,  Year Built: 1988,  Status: Open,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 5,200 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,022 (year 2042),  Design Load: HS 20,  Features Intersected: SR-7 US-441
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.587,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860423,  Location: I-595 SR-7 Interchange (Lat: 26.088111,  Lng: -80.201722),  Route carried "on" structure: US 441,  Year Built: 1987,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 28,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 48,580 (year 2042),  Design Load: HS 20,  Features Intersected: North New River Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.859,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Navigation Control: Yes ( Vertical Clearance: 3.9m (12.8ft), Horizontal Clearance: 12.2m (40.0ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: 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: November 2021,  Underwater Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860424,  Location: I-595 SR-7 Interchange (Lat: 26.088194,  Lng: -80.202033),  Route carried "on" structure: US 441,  Year Built: 1988,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 28,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 48,580 (year 2042),  Design Load: HS 20,  Features Intersected: North New River Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.859,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Navigation Control: Yes ( Vertical Clearance: 3.9m (12.8ft), Horizontal Clearance: 12.2m (40.0ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 84.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.4 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,  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: November 2021,  Underwater Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860425,  Location: I-595 and SR-84 (Lat: 26.083739,  Lng: -80.197333),  Route carried "on" structure: Interstate 595,  Year Built: 1988,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 97,250 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 168,729 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: EB SR-84
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.832,  Lanes on structure: 5,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.4m (96.5ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 41.4m (135.8ft),  Curb-To-Curb Width: 29.4m (96.5ft),  Out-to-Out Width: 30.3m (99.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860426,  Location: I-595 and SR-84 (Lat: 26.084028,  Lng: -80.196556),  Route carried "on" structure: Interstate 595,  Year Built: 1988,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 97,250 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 168,729 (year 2042),  Design Load: HS 20,  Features Intersected: EB SR-84
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.935,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.5m (70.5ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 53.8m (176.5ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860432,  Location: 3.8 MI NORTH OF SR-820 (Lat: 26.065689,  Lng: -80.215425),  Route carried "on" structure: State highway 91,  Year Built: 1986,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 12.44m (40.81ft),  Average Daily Traffic: 13,000 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 22,555 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR 818 & NEW RIVER CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.791,  Lanes on structure: 7,  Lanes under structure: 14,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 41.8m (137.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 26.4m (86.6ft),  Curb-To-Curb Width: 41.8m (137.1ft),  Out-to-Out Width: 43.6m (143.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: September 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place