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

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Structure Number: 860002,  Location: .25 MI North of SR-736 (Lat: 26.110472,  Lng: -80.137039),  Route carried "on" structure: US 1,  Year Built: 1930,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 1.45m (4.76ft),  Average Daily Traffic: 48,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 84,148 (year 2042),  Design Load: HS 20,  Features Intersected: Tarpon River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.284,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.7m (84.3ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.5m (47.6ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 57.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860008,  Location: 1 MILE WEST OF I-95 (Lat: 26.085264,  Lng: -80.182511),  Route carried "on" structure: State highway 84,  Year Built: 1956,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 35,500 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 61,592 (year 2042),  Design Load: HS 20,  Features Intersected: SO. FORK NEW RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.847,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 10 degrees,  Navigation Control: Yes ( Vertical Clearance: 6.4m (21.0ft), Horizontal Clearance: 12.2m (40.0ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 35.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 27.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Underwater Inspection Date: September 2021,  Other Special Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860017,  Location: 1.5mi East of Andrews Ave (Lat: 26.119428,  Lng: -80.124781),  Route carried "on" structure: State highway 842,  Year Built: 1950,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 13,100 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,728 (year 2042),  Design Load: H 15,  Features Intersected: Sospiro Canal,  Facility Carried by Structure: Las Olas Boulevard
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.239,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.7m (25.3ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 42.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: 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: July 2020,  Underwater Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860018,  Location: W.of A1A on Las Olas Blv. (Lat: 26.120000,  Lng: -80.110583),  Route carried "on" structure: State highway 842,  Year Built: 1958,  Status: Open,  Structure Length: 33.38m (109.51ft),  Average Daily Traffic: 11,100 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,258 (year 2042),  Design Load: H 20,  Features Intersected: Intracoastal Waterway,  Facility Carried by Structure: Las Olas Boulevard
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 2.675,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 9.0m (29.5ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 15,  Length of Maximum Span: 35.4m (116.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 33.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Underwater Inspection Date: October 2020,  Other Special Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860032,  Location: 0.25 MI NORTH OF 62 ST. (Lat: 26.206136,  Lng: -80.132728),  Route carried "on" structure: State highway 811,  Year Built: 1961,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 20,200 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 35,047 (year 2042),  Design Load: HL 93,  Features Intersected: C-14 CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.230,  Lanes on structure: 4,  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: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 59.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.7 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 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: April 2020,  Underwater Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860035,  Location: 1.5 Mile East of US-1 (Lat: 26.100808,  Lng: -80.112108),  Route carried "on" structure: State highway A1A,  Year Built: 1956,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 32,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 56,388 (year 2042),  Design Load: HS 20,  Features Intersected: Mercedes River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.424,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 23 degrees,  Navigation Control: Yes ( Vertical Clearance: 2.4m (7.9ft), Horizontal Clearance: 9.1m (29.9ft)),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860038,  Location: Davie Blvd. East of I-95 (Lat: 26.107114,  Lng: -80.159653),  Route carried "on" structure: State highway 736,  Year Built: 1960,  Status: Open,  Structure Length: 12.50m (41.01ft),  Average Daily Traffic: 41,000 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 71,135 (year 2042),  Design Load: HS 20,  Features Intersected: South Fork of New River,  Facility Carried by Structure: Davie Blvd.
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 4.200,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Navigation Control: Yes ( Vertical Clearance: 6.4m (21.0ft), Horizontal Clearance: 18.3m (60.0ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 8,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2021,  Critical Feature Inspection Date: Febuary 2021,  Underwater Inspection Date: Febuary 2021,  Other Special Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860095,  Location: .7 mi. S. of Oak Pk Blvd (Lat: 26.155667,  Lng: -80.154289),  Route carried "on" structure: State highway 845,  Year Built: 1957,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 23,500 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 40,772 (year 2042),  Design Load: HS 20,  Features Intersected: S. Fork Middle River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.121,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.8m (84.6ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.8m (84.6ft),  Out-to-Out Width: 29.5m (96.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 56.4 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: 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: Febuary 2022,  Underwater Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860115,  Location: 1Mi South of Oakland Blvd (Lat: 26.151328,  Lng: -80.167881),  Route carried "on" structure: Interstate 95,  Year Built: 1972,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 5.84m (19.16ft),  Average Daily Traffic: 116,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 202,128 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: NW 19th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.816,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.6m (67.6ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.0m (111.5ft),  Curb-To-Curb Width: 29.2m (95.8ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  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

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Structure Number: 860126,  Location: Sunrise Blvd. over I-95 (Lat: 26.136550,  Lng: -80.169794),  Route carried "on" structure: State highway 838,  Year Built: 1974,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 16.19m (53.12ft),  Average Daily Traffic: 48,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 84,148 (year 2042),  Design Load: HL 93,  Features Intersected: I-95 (SR-9) & RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.680,  Lanes on structure: 10,  Lanes under structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.7m (100.7ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 30.4m (99.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 30.7m (100.7ft),  Out-to-Out Width: 43.1m (141.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  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

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Structure Number: 860144,  Location: .75mi. E of US-1on SR-870 (Lat: 26.189789,  Lng: -80.103353),  Route carried "on" structure: State highway 870,  Year Built: 1964,  Status: Open,  Structure Length: 10.68m (35.04ft),  Average Daily Traffic: 41,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 72,002 (year 2042),  Design Load: HS 20,  Features Intersected: Intracoastal Waterway,  Facility Carried by Structure: Commercial Blvd.
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 15.252,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.9m (58.7ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 4.3m (14.1ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2020,  Critical Feature Inspection Date: March 2020,  Underwater Inspection Date: March 2020,  Other Special Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860179,  Location: 0.2MI E OF NW 27TH AVE. (Lat: 26.128961,  Lng: -80.175111),  Route carried "on" structure: City street ,  Year Built: 1964,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 20,801 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 30,000 (year 2042),  Design Load: HS 20,  Features Intersected: NORTH FORK NEW RIVER,  Facility Carried by Structure: NW 6TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.110,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860213,  Location: 0.3mi N of SR-84 (Lat: 26.097389,  Lng: -80.168433),  Route carried "on" structure: Ramp Interstate 595,  Year Built: 1969,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 46.02m (150.98ft),  Average Daily Traffic: 40,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 69,400 (year 2042),  Design Load: HS 20,  Features Intersected: South Fork New River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.158,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 9 degrees,  Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 21.3m (69.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 31.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 27.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  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 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860215,  Location: 1Mi North of Sunrise Blvd (Lat: 26.151336,  Lng: -80.167567),  Route carried "on" structure: Interstate 95,  Year Built: 1972,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 5.84m (19.16ft),  Average Daily Traffic: 116,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 202,128 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: NW 19th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.816,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.6m (67.6ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.0m (111.5ft),  Curb-To-Curb Width: 29.2m (95.8ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.3 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: Superior to present desirable 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

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Structure Number: 860243,  Location: 0.4 MI N OF Cypress Ck Rd (Lat: 26.209108,  Lng: -80.138322),  Route carried "on" structure: Interstate 95,  Year Built: 1975,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 105,000 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 182,175 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Canal C-14
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.016,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.0m (98.4ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 30.0m (98.4ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 43.7 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,  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: January 2022,  Underwater Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860244,  Location: 0.4MI N of Cypress Crk Rd (Lat: 26.209056,  Lng: -80.138214),  Route carried "on" structure: Interstate 95,  Year Built: 1975,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 105,000 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 182,175 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Canal C-14
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.016,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.0m (98.4ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 30.0m (98.4ft),  Out-to-Out Width: 30.1m (98.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 43.7 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,  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: January 2022,  Underwater Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860257,  Location: WB SR-842 over CSX R/R (Lat: 26.121778,  Lng: -80.170000),  Route carried "on" structure: State highway 842,  Year Built: 1974,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 22,250 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 38,604 (year 2042),  Design Load: HS 20,  Features Intersected: PnR Access Rd. & CSX R/R,  Facility Carried by Structure: WB Broward Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.217,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.7m (74.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 50.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860258,  Location: EB SR-842 over CSX R/R (Lat: 26.121611,  Lng: -80.169944),  Route carried "on" structure: State highway 842,  Year Built: 1974,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 22,250 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 38,604 (year 2042),  Design Load: HS 20,  Features Intersected: Access Rd. & CSX R/R,  Facility Carried by Structure: EB Broward Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.217,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.8m (107.6ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 86026,  Location: 0.23mi N of Broward Blvd. (Lat: 26.125083,  Lng: -80.169583),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1974,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 18,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 31,230 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: North Fork of New River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.027,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Navigation Control: Yes ( Vertical Clearance: 2.1m (6.9ft), Horizontal Clearance: 9.1m (29.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.7 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: Somewhat better than minimum adequacy,  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: 860263,  Location: EXIT 29 SB ON RAMP (Lat: 26.135981,  Lng: -80.169817),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1974,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 23,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 39,905 (year 2042),  Design Load: HL 93,  Features Intersected: SR-838 SUNRISE BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.014,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.9 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,  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

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Structure Number: 860264,  Location: EXIT 29 SB OFF RAMP (Lat: 26.137103,  Lng: -80.169894),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1975,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 16,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,760 (year 2042),  Design Load: HL 93,  Features Intersected: SR-838 SUNRISE BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.328,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 45.1 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  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

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Structure Number: 860269,  Location: SR-842 over I-95 (SR 9) (Lat: 26.121722,  Lng: -80.168750),  Route carried "on" structure: State highway 842,  Year Built: 1974,  Status: Open,  Structure Length: 9.09m (29.82ft),  Average Daily Traffic: 44,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 77,208 (year 2042),  Design Load: HS 20,  Features Intersected: I-95 (SR-9),  Facility Carried by Structure: Broward Blvd.
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 8.322,  Lanes on structure: 8,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.2m (112.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 34.2m (112.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 86027,  Location: 0.24mi N of Broward Blvd. (Lat: 26.125033,  Lng: -80.169331),  Route carried "on" structure: Interstate 95,  Year Built: 1974,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 148,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 256,780 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: North Fork of New River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.861,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 2 degrees,  Navigation Control: Yes ( Vertical Clearance: 2.1m (6.9ft), Horizontal Clearance: 9.1m (29.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 51.3 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: October 2021,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860271,  Location: 0.17mi N of Broward Blvd. (Lat: 26.124806,  Lng: -80.168861),  Route carried "on" structure: Interstate 95,  Year Built: 1974,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 148,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 256,780 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: North Fork of New River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.834,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 3 degrees,  Navigation Control: Yes ( Vertical Clearance: 2.1m (6.9ft), Horizontal Clearance: 9.1m (29.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 29.4m (96.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  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: 860272,  Location: 0.5MI N SR-842 Brwd Blvd (Lat: 26.129139,  Lng: -80.169556),  Route carried "on" structure: Interstate 95,  Year Built: 1975,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 4.83m (15.85ft),  Average Daily Traffic: 148,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 256,780 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: NW 6th St Sistrunk Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.344,  Lanes on structure: 6,  Lanes under structure: 4,  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: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 31.9m (104.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Serious,  Operating Rating: 43.5 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: High priority of corrective action,  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,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: January 2022,  Other Special Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860273,  Location: .5mi N. SR-842 Brwd. Blvd (Lat: 26.129111,  Lng: -80.169194),  Route carried "on" structure: Interstate 95,  Year Built: 1975,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 4.83m (15.85ft),  Average Daily Traffic: 148,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 256,780 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: NW 6th St. Sistrunk Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.344,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 33.2m (108.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.5 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: 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860275,  Location: 0.7 MI S. of SR 816 (Lat: 26.157669,  Lng: -80.117525),  Route carried "on" structure: US 1,  Year Built: 1974,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 25,500 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 44,242 (year 2042),  Design Load: HS 20,  Features Intersected: Middle River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.430,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Navigation Control: Yes ( Vertical Clearance: 2.4m (7.9ft), Horizontal Clearance: 8.8m (28.9ft)),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 71.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.0 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: 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: March 2020,  Underwater Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860278,  Location: .7MI S. of SR 816 (Lat: 26.157150,  Lng: -80.117358),  Route carried "on" structure: US 1,  Year Built: 1974,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 25,500 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 44,242 (year 2042),  Design Load: HS 20,  Features Intersected: Middle River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.430,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Navigation Control: Yes ( Vertical Clearance: 2.4m (7.9ft), Horizontal Clearance: 8.8m (28.9ft)),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 71.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.0 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: 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: March 2020,  Underwater Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860283,  Location: 0.2MI S OF SR838(SUNRISE) (Lat: 26.134011,  Lng: -80.186489),  Route carried "on" structure: County highway ,  Year Built: 1976,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 16,640 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,000 (year 2042),  Design Load: HS 20,  Features Intersected: N. FORK NEW RIVER,  Facility Carried by Structure: NW 31 ST AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.384,  Lanes on structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 31.3m (102.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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 2021,  Underwater Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860319,  Location: 0.2MI S OF BROWARD BLVD. (Lat: 26.117211,  Lng: -80.143267),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 18.93m (62.11ft),  Average Daily Traffic: 20,500 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,600 (year 2042),  Design Load: HS 20,  Features Intersected: New River & New River Dr,  Facility Carried by Structure: SOUTH ANDREWS AVE.
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 3.359,  Lanes on structure: 4,  Lanes under structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Navigation Control: Yes ( Vertical Clearance: 5.1m (16.7ft), Horizontal Clearance: 23.3m (76.4ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 12,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 34.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal 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,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Underwater Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Deck Structure Type: Open Grating

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Structure Number: 860429,  Location: 0.5 Mi S. of SR-736 (Lat: 26.096975,  Lng: -80.169133),  Route carried "on" structure: Ramp Interstate 595,  Year Built: 1987,  Status: Open,  Structure Length: 59.28m (194.49ft),  Average Daily Traffic: 9,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,482 (year 2042),  Design Load: HS 20,  Features Intersected: South Fork New River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.366,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 21.3m (69.9ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 91.4m (299.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 66.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.7 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: 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 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 86043,  Location: 0.3 miles North of SR-84 (Lat: 26.097069,  Lng: -80.168925),  Route carried "on" structure: Interstate 95,  Year Built: 1988,  Status: Open,  Structure Length: 59.28m (194.49ft),  Average Daily Traffic: 58,250 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 101,064 (year 2042),  Design Load: HS 20,  Features Intersected: South Fork New River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.504,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 21.3m (69.9ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 91.4m (299.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 67.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.4 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: June 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860431,  Location: 0.3 miles North of SR-84 (Lat: 26.097200,  Lng: -80.168667),  Route carried "on" structure: Interstate 95,  Year Built: 1988,  Status: Open,  Structure Length: 59.28m (194.49ft),  Average Daily Traffic: 58,250 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 101,064 (year 2042),  Design Load: HS 20,  Features Intersected: South Fork New River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.504,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 21.3m (69.9ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 91.4m (299.9ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 69.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.5 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,  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 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860466,  Location: W of A1A & E of SR-5 (Lat: 26.138197,  Lng: -80.107867),  Route carried "on" structure: State highway 838,  Year Built: 1989,  Status: Open,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 12,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,820 (year 2042),  Design Load: HS 20,  Features Intersected: Intracoastal Waterway,  Facility Carried by Structure: WB Sunrise Blvd
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 1.331,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Navigation Control: Yes ( Vertical Clearance: 6.4m (21.0ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 35.7m (117.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Underwater Inspection Date: April 2020,  Other Special Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860467,  Location: W of A1A & E of SR-5 (Lat: 26.137856,  Lng: -80.108953),  Route carried "on" structure: State highway 838,  Year Built: 1987,  Status: Open,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 12,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,820 (year 2042),  Design Load: HS 20,  Features Intersected: Intracoastal Waterway,  Facility Carried by Structure: EB Sunrise Blvd
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 1.331,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Navigation Control: Yes ( Vertical Clearance: 6.4m (21.0ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 35.7m (117.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Underwater Inspection Date: April 2020,  Other Special Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860478,  Location: Ft. Laud. Airport (Lat: 26.081500,  Lng: -80.139244),  Route carried "on" structure: Interstate 595,  Year Built: 1987,  Status: Open,  Structure Length: 177.21m (581.40ft),  Average Daily Traffic: 50,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 87,618 (year 2042),  Design Load: HL 93,  Features Intersected: Perimeter Rd. / FEC RR
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 17.952,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 48,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 42.9m (140.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.2 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860479,  Location: NW Qaud of US-1 & I-595 (Lat: 26.081500,  Lng: -80.136981),  Route carried "on" structure: Ramp Interstate 595,  Year Built: 1987,  Status: Open,  Structure Length: 13.29m (43.60ft),  Average Daily Traffic: 21,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 37,302 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Eller Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 83.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860522,  Location: SR-84 & I-95 (Lat: 26.088444,  Lng: -80.169278),  Route carried "on" structure: State highway 84,  Year Built: 1990,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 15,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,025 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: R/R & Ramp to I-595
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.546,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 54.5 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: Somewhat better than minimum adequacy,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place