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

Find on map >>   Show street view

Structure Number: 724373,  Location: 0.5 MI SOUTH OF I-10 (Lat: 30.300819,  Lng: -81.848542),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 12,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,688 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: MCGIRTS CREEK,  Facility Carried by Structure: CHAFFEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.685,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 8.4m (27.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 25.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to 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: December 2020,  Underwater Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 724374,  Location: 2 MI W OF BLANDING BLVD (Lat: 30.203889,  Lng: -81.772639),  Route carried "on" structure: City street ,  Year Built: 1992,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 18,000 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 31,230 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: MCGIRTS CREEK,  Facility Carried by Structure: COLLINS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.380,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 79.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 61.1 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: 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 724382,  Location: 0.2 MI S OF 45TH ST (Lat: 30.373467,  Lng: -81.681350),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 601 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,043 (year 2042),  Features Intersected: MONCRIEF CREEK,  Facility Carried by Structure: GOLF BROOK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.2m (10.5ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m

Condition: Channel: Satisfactory,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

Find on map >>   Show street view

Structure Number: 724383,  Location: 250' WEST OF PALMETTO ST (Lat: 30.326944,  Lng: -81.647778),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 16.20m (53.15ft),  Average Daily Traffic: 3,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,205 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: HOGAN CREEK,  Facility Carried by Structure: DUVAL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.508,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 724384,  Location: 320' WEST OF LANE AVENUE (Lat: 30.320000,  Lng: -81.753000),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 1,301 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,257 (year 2042),  Features Intersected: CEDAR RIVER,  Facility Carried by Structure: HIGHWAY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 51.0 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 minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

Find on map >>   Show street view

Structure Number: 724385,  Location: 0.5MI N OF ATLANTIC BLVD (Lat: 30.327081,  Lng: -81.489378),  Route carried "on" structure: City street ,  Year Built: 1981,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 16,500 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 28,627 (year 2042),  Design Load: HS 20,  Features Intersected: CEDAR SWAMP,  Facility Carried by Structure: KERNAN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.927,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 27.3m (89.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 66.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

Find on map >>   Show street view

Structure Number: 724386,  Location: 0.1 MI EAST OF CASSAT AVE (Lat: 30.292092,  Lng: -81.729208),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 1.17m (3.84ft),  Average Daily Traffic: 8,100 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,054 (year 2042),  Design Load: HS 20,  Features Intersected: BRANCH FISHWEIR CREEK,  Facility Carried by Structure: PARK STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.9m (42.3ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

Find on map >>   Show street view

Structure Number: 724387,  Location: 0.1 MI W OF BLANDING BLVD (Lat: 30.292083,  Lng: -81.725333),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 8,100 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,054 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: TRIB TO BIG FISHWEIR CRK,  Facility Carried by Structure: PARK STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.3m (43.6ft),  Skew: 2 degrees,  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: 2.0m (6.6ft),  Right: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 36.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

Find on map >>   Show street view

Structure Number: 724388,  Location: 1 MI NORTH OF FAYE RD (Lat: 30.452500,  Lng: -81.578944),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 13.87m (45.51ft),  Average Daily Traffic: 3,500 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,073 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: RUSHING BRANCH,  Facility Carried by Structure: ALTA/YELLOW BLUFF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.540,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 13.9m (45.6ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 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,  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: December 2020,  Underwater Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 724389,  Location: 0.1MI W OF LANE AVE CR103 (Lat: 30.314167,  Lng: -81.753333),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 201 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 349 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: RAMONA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 72439,  Location: 0.9 MI N OF JTB BLVD. (Lat: 30.269361,  Lng: -81.440333),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 32,500 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 56,388 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SOUTH OPEN CREEK,  Facility Carried by Structure: SAN PABLO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 29.1m (95.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 88.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 724391,  Location: 1.0 MI N OF JTB BLVD. (Lat: 30.270278,  Lng: -81.440556),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 32,500 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 56,388 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: NORTH OPEN CREEK,  Facility Carried by Structure: SAN PABLO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.720,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 30.7m (100.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 88.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.0 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 724392,  Location: 0.7 MI S OF TROUT RIVER B (Lat: 30.405917,  Lng: -81.756333),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 3,500 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,072 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: NINE MILE CREEK,  Facility Carried by Structure: OLD KINGS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.433,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 33.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

Find on map >>   Show street view

Structure Number: 724393,  Location: 1.5 MI NORTH OF US 90 (Lat: 30.310000,  Lng: -81.406944),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 15,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 26,892 (year 2042),  Features Intersected: HOPKINS CREEK,  Facility Carried by Structure: PENMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.406,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 84.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

Find on map >>   Show street view

Structure Number: 724394,  Location: 0.2MI N OF PICKETVILLE RD (Lat: 30.370833,  Lng: -81.746389),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 868 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: LITTLE SIX MILE CREEK,  Facility Carried by Structure: OLD KINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.287,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.1m (23.3ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.3m (30.5ft),  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: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 64.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 724395,  Location: 50 FT N OF DUNN AVE (Lat: 30.431306,  Lng: -81.768639),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 3,500 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,073 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: TROUT RIVER,  Facility Carried by Structure: OLD KINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.487,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.9m (42.3ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.3m (30.5ft),  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: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 64.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 724396,  Location: 0.1MI S OF ARLINGTON XPWY (Lat: 30.324233,  Lng: -81.566461),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 601 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,043 (year 2042),  Design Load: HS 20,  Features Intersected: STRAWBERRY CREEK,  Facility Carried by Structure: CENTURY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.069,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 724397,  Location: 0.1 MI S OF GATE PARKWAY (Lat: 30.235611,  Lng: -81.510278),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 18,200 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 31,577 (year 2042),  Design Load: HS 20,  Features Intersected: TRIB TO PABLO CREEK,  Facility Carried by Structure: BAYMEADOWS RD EAST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.1m (82.3ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

Find on map >>   Show street view

Structure Number: 724398,  Location: 0.3 MI E OF SR 115 (Lat: 30.261694,  Lng: -81.551383),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 17,000 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 29,495 (year 2042),  Design Load: HS 20,  Features Intersected: MAN MADE LAKE,  Facility Carried by Structure: GATE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.412,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 51.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

Find on map >>   Show street view

Structure Number: 7244,  Location: 0.19 MI W OF RAMPART RD (Lat: 30.196389,  Lng: -81.768222),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 34,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 59,858 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: ORTEGA RIVER,  Facility Carried by Structure: ARGYLE FRST BLV EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.781,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 64.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Underwater Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 724401,  Location: 0.19MI W OF RAMPART RD (Lat: 30.196528,  Lng: -81.768222),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 34,500 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 59,858 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: ORTEGA RIVER,  Facility Carried by Structure: ARGYLE FRST BLV WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.781,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 65.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  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

Find on map >>   Show street view

Structure Number: 724402,  Location: 0.3 MI EAST OF LANE AVE (Lat: 30.321389,  Lng: -81.747778),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 3,001 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,207 (year 2042),  Design Load: HL 93,  Features Intersected: TRIB TO CEDAR RIVER,  Facility Carried by Structure: HIGHWAY AVENUE
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 1.637,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.6 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 724403,  Location: 2.4 MI WEST OF US 1 (Lat: 30.143764,  Lng: -81.555833),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 21,500 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 37,303 (year 2042),  Design Load: HL 93,  Features Intersected: JULINGTON CREEK,  Facility Carried by Structure: OLD ST AUGUSTINE R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.459,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.5m (70.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 58.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: 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,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 724404,  Location: 0.1 MI W OF PENMAN ROAD (Lat: 30.316361,  Lng: -81.410806),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 15,500 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 26,893 (year 2042),  Design Load: HS 20,  Features Intersected: HOPKINS CREEK,  Facility Carried by Structure: FLORIDA BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.299,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 31.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: October 2021,  Underwater Inspection Date: October 2021

Find on map >>   Show street view

Structure Number: 724406,  Location: 1.6 MI NORTH OF SR 152 (Lat: 30.233861,  Lng: -81.520139),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 2.70m (8.86ft),  Average Daily Traffic: 5,200 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,022 (year 2042),  Design Load: HS 20,  Features Intersected: 2ND PUNCHEON CREEK,  Facility Carried by Structure: POINT MEADOWS DR
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

Find on map >>   Show street view

Structure Number: 724407,  Location: 1.3 MI N OF BEACH BLVD (Lat: 30.306556,  Lng: -81.459169),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 25,500 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 44,243 (year 2042),  Design Load: HL 93,  Features Intersected: SANDALWOOD CANAL,  Facility Carried by Structure: HODGES BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.256,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.4m (60.4ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 51.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

Find on map >>   Show street view

Structure Number: 724408,  Location: 1.3 MI N OF BEACH BLVD (Lat: 30.306667,  Lng: -81.488333),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 12,900 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,382 (year 2042),  Design Load: HL 93,  Features Intersected: SANDALWOOD CANAL,  Facility Carried by Structure: KERNAN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.651,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 33.8m (110.9ft),  Out-to-Out Width: 36.9m (121.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.3 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 724409,  Location: 1.0 MI E OF BELFORT PKWY (Lat: 30.247222,  Lng: -81.566667),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 1.60m (5.25ft),  Average Daily Traffic: 20,400 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 35,394 (year 2042),  Design Load: HS 20,  Features Intersected: TIGERHOLE CREEK,  Facility Carried by Structure: AC SKINNER PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.4m (73.5ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 79.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

Find on map >>   Show street view

Structure Number: 724412,  Location: 0.2Mi S of Atlantic Blvd (Lat: 30.318925,  Lng: -81.458378),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 24,000 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 41,640 (year 2042),  Features Intersected: GREENFIELD CREEK,  Facility Carried by Structure: HODGES BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

Find on map >>   Show street view

Structure Number: 724413,  Location: 0.1 MI W OF PHILLIPS HWY (Lat: 30.178611,  Lng: -81.554167),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 5,000 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,675 (year 2042),  Design Load: HL 93,  Features Intersected: RAILROAD,  Facility Carried by Structure: AVENUES WALK FLYOV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.8m (68.2ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 69.5m (228.0ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.7 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: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 724415,  Location: 0.3 MI N OF SR-228 (Lat: 30.296389,  Lng: -81.781667),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 9,700 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,830 (year 2042),  Design Load: HL 93,  Features Intersected: WILLS BRANCH,  Facility Carried by Structure: FOURAKER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.352,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.3m (30.5ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 724416,  Location: 150 FT W OF LAFAYETTE ST (Lat: 30.323611,  Lng: -81.646111),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 2.45m (8.04ft),  Average Daily Traffic: 4,600 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 7,981 (year 2042),  Design Load: HS 20,  Features Intersected: HOGAN CREEK,  Facility Carried by Structure: BAY STREET EAST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.579,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.3m (40.4ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 4.8m (15.7ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 80.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 724418,  Location: 1.15 MI NORTH OF CR 119 (Lat: 30.378583,  Lng: -81.913472),  Route carried "on" structure: County highway ,  Year Built: 2016,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 51 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 89 (year 2042),  Design Load: HL 93,  Features Intersected: TRIB. TO BRANDY BRANCH,  Facility Carried by Structure: DILLON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.788,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very 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 desirable criteria,  Deck Geometry: Equal 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: August 2020,  Underwater Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 724419,  Location: 0.3 Mi. E of McDuff Ave. (Lat: 30.322808,  Lng: -81.700806),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 5,461 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,475 (year 2042),  Design Load: HL 93,  Features Intersected: McCoys Creek,  Facility Carried by Structure: Edison Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.433,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 72442,  Location: 200FT N OF RIBAULT SCENIC (Lat: 30.393611,  Lng: -81.713333),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 14.63m (48.00ft),  Average Daily Traffic: 8,641 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,992 (year 2042),  Design Load: HL 93,  Features Intersected: Ribault River,  Facility Carried by Structure: Howell Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.826,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Underwater Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 724421,  Location: 0.2 Miles S of 1st St. (Lat: 30.333419,  Lng: -81.653364),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,551 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,691 (year 2042),  Design Load: HL 93,  Features Intersected: Hogan Creek,  Facility Carried by Structure: Newnan Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.106,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 85.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 64.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 724424,  Location: 2.2 MI E OF US 1 (Lat: 30.111167,  Lng: -81.446500),  Route carried "on" structure: County highway 210,  Year Built: 2009,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 22,500 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 39,038 (year 2042),  Design Load: HL 93,  Features Intersected: VALLEY RIDGE BLVD,  Facility Carried by Structure: NOCATEE PARKWAY WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.661,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.8m (101.0ft),  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: 40.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.3 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 724425,  Location: 2.2 MI E OF US 1 (Lat: 30.110639,  Lng: -81.446556),  Route carried "on" structure: County highway 210,  Year Built: 2009,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 22,500 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 39,038 (year 2042),  Design Load: HL 93,  Features Intersected: VALLEY RIDGE BLVD,  Facility Carried by Structure: NOCATEE PARKWAY EB
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 1.661,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.8m (101.0ft),  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: 40.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.3 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 724426,  Location: .02 Mi N of Nocatee Pkwy (Lat: 30.113956,  Lng: -81.448836),  Route carried "on" structure: County highway ,  Year Built: 2011,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 3,500 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,073 (year 2042),  Design Load: HL 93,  Features Intersected: Wetlands,  Facility Carried by Structure: Valley Ridge Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 84.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 54.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

Find on map >>   Show street view

Structure Number: 724427,  Location: 0.25 MI. S OF E 8TH ST. (Lat: 30.341464,  Lng: -81.629311),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 4,300 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,461 (year 2042),  Design Load: HL 93,  Features Intersected: DEER CREEK,  Facility Carried by Structure: TALLEYRAND AVE.
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 2.306,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Underwater Inspection Date: April 2020

Find on map >>   Show street view

Structure Number: 724428,  Location: 0.3 MI. W OF US-17 (Lat: 30.303125,  Lng: -81.725036),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Posted for load,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 8,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,887 (year 2042),  Design Load: HS 20,  Features Intersected: BIG FISHWEIR CREEK,  Facility Carried by Structure: PLYMOUTH STREET
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  Operating Rating: 20.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 16.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2020,  Other Special Inspection Date: September 2021

Find on map >>   Show street view

Structure Number: 724429,  Location: 0.2 MI S OF GRAN BAY PKWY (Lat: 30.128544,  Lng: -81.521253),  Route carried "on" structure: City street ,  Year Built: 2010,  Year Reconstructed: 2015,  Status: Posted for load,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 6,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,410 (year 2042),  Features Intersected: CORKLAN BRANCH,  Facility Carried by Structure: EGRETS NEST DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 17.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2020,  Other Special Inspection Date: September 2021

Find on map >>   Show street view

Structure Number: 72443,  Location: 3.0 MI WEST OF I-95 (Lat: 30.524444,  Lng: -81.686667),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 51 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 88 (year 2042),  Design Load: HL 93,  Features Intersected: Seaton Creek Tributary 1,  Facility Carried by Structure: National Cemetery
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.3m (43.6ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 80.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  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,  Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete