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

Find on map >>   Show street view

Structure Number: 720393,  Location: 1.7 MI. N. OF US-90 (Lat: 30.346811,  Lng: -81.760664),  Route carried "on" structure: Interstate 295,  Year Built: 1976,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 36,293 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 62,967 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CSXRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.914,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 50.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 720394,  Location: I-295 / PICKETTVILLE RD. (Lat: 30.361214,  Lng: -81.761094),  Route carried "on" structure: Interstate 295,  Year Built: 1976,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 36,293 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 62,967 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: PICKETTVILLE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.512,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 720395,  Location: I-295 / PICKETTVILLE RD. (Lat: 30.361189,  Lng: -81.760828),  Route carried "on" structure: Interstate 295,  Year Built: 1976,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 36,293 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 62,967 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: PICKETTVILLE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.512,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.0 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 720396,  Location: I-295 SB / PRITCHARD RD. (Lat: 30.372081,  Lng: -81.761225),  Route carried "on" structure: Interstate 295,  Year Built: 1976,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 32,250 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 55,954 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: PRITCHARD RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.711,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 720397,  Location: I-295 NB / PRITCHARD RD. (Lat: 30.372081,  Lng: -81.760928),  Route carried "on" structure: Interstate 295,  Year Built: 1976,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 32,250 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 55,954 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: PRITCHARD RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.711,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 720398,  Location: 5 MI. N. OF US-90 (Lat: 30.394522,  Lng: -81.757194),  Route carried "on" structure: Interstate 295,  Year Built: 1976,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 32,250 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 55,954 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: GS & F RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.210,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 56.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 720399,  Location: 5 MI. N. OF US-90 (Lat: 30.394167,  Lng: -81.756944),  Route carried "on" structure: Interstate 295,  Year Built: 1976,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 32,250 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 55,954 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: GS & F RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.210,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 7204,  Location: 6.2 MI. N. OF I-10 (Lat: 30.401833,  Lng: -81.754819),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 14.63m (48.00ft),  Average Daily Traffic: 3,400 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,899 (year 2042),  Design Load: HS 20,  Features Intersected: I-295 (SR-9A),  Facility Carried by Structure: OLD KINGS RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 49.1m (161.1ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 27.4 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 720401,  Location: 0.75 MI. N. OF SAN JUAN (Lat: 30.288078,  Lng: -81.755278),  Route carried "on" structure: State highway 103,  Year Built: 1975,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 18,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 31,230 (year 2042),  Design Load: HS 20,  Features Intersected: WILLS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.988,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.3m (63.3ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 48.4 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: 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 Cast-file-Place

Find on map >>   Show street view

Structure Number: 720402,  Location: 1.32 MI. N. OF SAN JUAN (Lat: 30.295511,  Lng: -81.752431),  Route carried "on" structure: State highway 103,  Year Built: 1975,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 18,500 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 32,098 (year 2042),  Design Load: HS 20,  Features Intersected: CEDAR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.915,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 34.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 720404,  Location: I-295 NB RAMP to SR-228 (Lat: 30.296694,  Lng: -81.770192),  Route carried "on" structure: Ramp Interstate 295,  Year Built: 1972,  Status: Open,  Structure Length: 1.64m (5.38ft),  Average Daily Traffic: 7,700 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 13,360 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: WILLIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.217,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

Find on map >>   Show street view

Structure Number: 720405,  Location: 0.15 MI. W. OF I-95 (Lat: 30.459636,  Lng: -81.653344),  Route carried "on" structure: Interstate 295,  Year Built: 1968,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 64,500 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 111,908 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: LITTLE CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.151,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.8m (97.8ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Structural Evaluation: 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: March 2020

Find on map >>   Show street view

Structure Number: 720406,  Location: I-295 RAMP/LTL. CEDAR CRK (Lat: 30.458889,  Lng: -81.653333),  Route carried "on" structure: Ramp Interstate 295,  Year Built: 1968,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 3,600 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 6,246 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: LITTLE CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.174,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  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: Satisfactory,  Inventory Rating: 64.4 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: March 2020

Find on map >>   Show street view

Structure Number: 720407,  Location: 0.3 MI. E. OF MCDUFF AVE. (Lat: 30.332522,  Lng: -81.700472),  Route carried "on" structure: US 90,  Year Built: 1933,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 15,000 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 26,025 (year 2042),  Design Load: H 15,  Features Intersected: MCCOY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.581,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.1m (46.3ft),  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: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $10,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 720408,  Location: I-295 SB / US-90 & CSXRR (Lat: 30.322567,  Lng: -81.770372),  Route carried "on" structure: Interstate 295,  Year Built: 1975,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 14.87m (48.79ft),  Average Daily Traffic: 39,000 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 67,665 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: US-90 (SR-10) & CSXRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.906,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 58.9 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 34.4 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 720409,  Location: I-295 NB / US-90 & CSXRR (Lat: 30.322472,  Lng: -81.770089),  Route carried "on" structure: Interstate 295,  Year Built: 1975,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 14.87m (48.79ft),  Average Daily Traffic: 39,000 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 67,665 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: US-90 (SR-10) & CSXRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.906,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 58.9 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 34.4 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 72041,  Location: 0.8 MI. N. OF I-10 (Lat: 30.326489,  Lng: -81.767906),  Route carried "on" structure: Interstate 295,  Year Built: 1975,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 39,000 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 67,665 (year 2042),  Design Load: HL 93,  Features Intersected: CSXRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.440,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.7m (54.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 720411,  Location: 0.8 MI. N. OF I-10 (Lat: 30.326111,  Lng: -81.767778),  Route carried "on" structure: Interstate 295,  Year Built: 1975,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 39,000 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 67,665 (year 2042),  Design Load: HL 93,  Features Intersected: CSXRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.440,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.9m (58.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 720412,  Location: 1.6 MI. N. OF I-10 (Lat: 30.335556,  Lng: -81.761381),  Route carried "on" structure: Interstate 295,  Year Built: 1975,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 36,293 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 62,967 (year 2042),  Design Load: HL 93,  Features Intersected: COMMONWEALTH AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.681,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 720413,  Location: 1.6 MI. N. OF I-10 (Lat: 30.335556,  Lng: -81.761111),  Route carried "on" structure: Interstate 295,  Year Built: 1975,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 36,293 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 62,967 (year 2042),  Design Load: HL 93,  Features Intersected: COMMONWEALTH AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.681,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.3m (56.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 720415,  Location: 0.45 MI.W.OF CECIL FIELD (Lat: 30.243803,  Lng: -81.895894),  Route carried "on" structure: State highway 228,  Year Built: 1942,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 12,400 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 21,514 (year 2042),  Design Load: H 15,  Features Intersected: YELLOW WATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.307,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.0m (62.3ft),  Skew: 19 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Inventory Rating: 60.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

Find on map >>   Show street view

Structure Number: 720416,  Location: 1.3 MI. E. OF US-1 ALT (Lat: 30.250278,  Lng: -81.531389),  Route carried "on" structure: State highway 202,  Year Built: 1972,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 122,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 211,670 (year 2042),  Design Load: HS 20,  Features Intersected: EQUIPMENT CROSSING
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.898,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 53.6m (175.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 70.0m (229.7ft),  Out-to-Out Width: 70.1m (230.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable 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: 720418,  Location: 0.5 MI. N. OF US-90 (Lat: 30.329167,  Lng: -81.765000),  Route carried "on" structure: Interstate 295,  Year Built: 1975,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 78,000 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 135,330 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CEDAR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.857,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.7m (130.2ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

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

Find on map >>   Show street view

Structure Number: 720419,  Location: SR-115 EB / JESSIE ST. (Lat: 30.333722,  Lng: -81.637039),  Route carried "on" structure: Alternate US A1,  Year Built: 1967,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 22,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 38,170 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: JESSIE ST.,  Facility Carried by Structure: US-ALT-1&SR-115 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.962,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: June 2021,  Deck Structure Type: Concrete Precast Panels

Find on map >>   Show street view

Structure Number: 72042,  Location: 0.7 MI. W. OF I-95 (Lat: 30.483608,  Lng: -81.656886),  Route carried "on" structure: State highway 102,  Year Built: 1968,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 11,100 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,258 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: LITTLE CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 37.6m (123.4ft),  Skew: 10 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: Satisfactory,  Operating Rating: 64.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

Find on map >>   Show street view

Structure Number: 720421,  Location: 3.2 MI W OF US 1 (Lat: 30.408056,  Lng: -81.795833),  Route carried "on" structure: City street 117,  Year Built: 1955,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 4,600 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,981 (year 2042),  Features Intersected: TROUT RIVER,  Facility Carried by Structure: GARDEN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.118,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.6 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: November 2020

Find on map >>   Show street view

Structure Number: 720425,  Location: SR-134 / FISHING CREEK (Lat: 30.247439,  Lng: -81.734208),  Route carried "on" structure: State highway 134,  Year Built: 1978,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 18,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 31,230 (year 2042),  Design Load: HS 20,  Features Intersected: FISHING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.171,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 26.4m (86.6ft),  Skew: 1 degrees,  Navigation Control: Yes ( Vertical Clearance: 2.1m (6.9ft), Horizontal Clearance: 11.6m (38.1ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.4m (86.6ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 720428,  Location: TIMUQUANA RD./ORTEGA RIV. (Lat: 30.247500,  Lng: -81.710000),  Route carried "on" structure: State highway 134,  Year Built: 1973,  Status: Open,  Structure Length: 42.67m (139.99ft),  Average Daily Traffic: 20,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 34,700 (year 2042),  Design Load: HS 20,  Features Intersected: ORTEGA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.357,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 5.9m (19.4ft), Horizontal Clearance: 20.4m (66.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 20,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 26.3m (86.3ft),  Out-to-Out Width: 30.0m (98.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 70.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: May 2021,  Underwater Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 720435,  Location: 0.15 MI. W. OF LAKESHORE (Lat: 30.282083,  Lng: -81.740217),  Route carried "on" structure: State highway 128,  Year Built: 1963,  Status: Open,  Structure Length: 10.24m (33.60ft),  Average Daily Traffic: 13,900 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 24,116 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.352,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  Navigation Control: Yes ( Vertical Clearance: 3.2m (10.5ft), Horizontal Clearance: 12.3m (40.4ft)),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  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,  Underwater Inspection Frequency: Every 23 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 720436,  Location: 0.1 MI. W. OF I-295 (Lat: 30.438333,  Lng: -81.729722),  Route carried "on" structure: State highway 104,  Year Built: 1960,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 15,300 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,546 (year 2042),  Design Load: HS 20,  Features Intersected: HALF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.404,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 9.9m (32.5ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 61.6 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

Find on map >>   Show street view

Structure Number: 72044,  Location: 2 MI. W. OF I-295 (Lat: 30.247653,  Lng: -81.796725),  Route carried "on" structure: State highway 134,  Year Built: 1983,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 41,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 71,135 (year 2042),  Design Load: HS 20,  Features Intersected: ORTEGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.122,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 34.0m (111.5ft),  Out-to-Out Width: 34.9m (114.5ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Underwater Inspection Date: November 2021,  Other Special Inspection Date: November 2021,  Bridge Improvement Cost: $145,000,  Total Project Cost: $145,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 720441,  Location: 0.3 MI. S. of Pritchard R (Lat: 30.365961,  Lng: -81.760972),  Route carried "on" structure: Interstate 295,  Year Built: 1976,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 72,585 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 125,935 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SIX MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.065,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.7m (87.6ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 54.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

Find on map >>   Show street view

Structure Number: 720446,  Location: 0.2 MI. S. OF I-295 (Lat: 30.409583,  Lng: -81.746025),  Route carried "on" structure: US 1,  Year Built: 1975,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 20,500 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 35,568 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: NINE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.781,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.1m (82.3ft),  Skew: 20 degrees,  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-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 28.8m (94.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.6 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,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 720448,  Location: 0.6 MI. E. OF I-295 (Lat: 30.253639,  Lng: -81.507139),  Route carried "on" structure: State highway 202,  Year Built: 1978,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 108,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 187,380 (year 2042),  Design Load: HS 20,  Features Intersected: BUCKHEAD BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.225,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 47.1m (154.5ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 46.2m (151.6ft),  Out-to-Out Width: 48.5m (159.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 720449,  Location: 0.4 MI. E. OF KERNAN RD. (Lat: 30.251289,  Lng: -81.491706),  Route carried "on" structure: State highway 202,  Year Built: 1978,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 45,250 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 78,509 (year 2042),  Design Load: HS 20,  Features Intersected: RYALS SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.776,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.2m (66.3ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.9 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,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 72045,  Location: 0.4 MI. E. OF KERNAN RD. (Lat: 30.251111,  Lng: -81.491667),  Route carried "on" structure: State highway 202,  Year Built: 1978,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 45,250 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 78,509 (year 2042),  Design Load: HS 20,  Features Intersected: RYALS SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.776,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.2m (79.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 23.1m (75.8ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 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,  Waterway Adequacy: Equal 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

Find on map >>   Show street view

Structure Number: 720451,  Location: 1.4 MI E. OF Kernan Blvd. (Lat: 30.251481,  Lng: -81.473775),  Route carried "on" structure: State highway 202,  Year Built: 1979,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 45,250 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 78,509 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CEDAR SWAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.474,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 720452,  Location: 1.4 MI E. OF KERNAN BLVD. (Lat: 30.251389,  Lng: -81.473611),  Route carried "on" structure: State highway 202,  Year Built: 1979,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 45,250 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 78,509 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CEDAR SWAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.474,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.3m (53.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 48.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 720453,  Location: 3.1 MI. W. OF SR-A1A (Lat: 30.257308,  Lng: -81.437056),  Route carried "on" structure: State highway 202,  Year Built: 1979,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 38,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 65,930 (year 2042),  Design Load: HS 20,  Features Intersected: SAN PABLO RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.132,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 720454,  Location: 3.1 MI. W. OF SR-A1A (Lat: 30.257106,  Lng: -81.437039),  Route carried "on" structure: State highway 202,  Year Built: 1979,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 38,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 65,930 (year 2042),  Design Load: HS 20,  Features Intersected: SAN PABLO RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.132,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 720457,  Location: 0.5 MI. S. OF I-295 (Lat: 30.191031,  Lng: -81.739294),  Route carried "on" structure: State highway 21,  Year Built: 1965,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 38,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 65,930 (year 2042),  Design Load: HS 20,  Features Intersected: MCGIRTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.137,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.4m (99.7ft),  Skew: 10 degrees,  Navigation Control: Yes ( Vertical Clearance: 2.1m (6.9ft), Horizontal Clearance: 7.9m (25.9ft)),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 36.5m (119.8ft),  Out-to-Out Width: 42.1m (138.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 33.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 26.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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 23 months,  Inspection Date: November 2021,  Underwater Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 720459,  Location: 2 MI.E.OF ST. JOHNS BLUFF (Lat: 30.251242,  Lng: -81.484078),  Route carried "on" structure: State highway 202,  Year Built: 1979,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 90,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 157,018 (year 2042),  Design Load: HS 20,  Features Intersected: EQUIPMENT UNDERPASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.510,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.0m (118.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 36.0m (118.1ft),  Out-to-Out Width: 37.5m (123.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 72046,  Location: 4.9 MI. W. OF SR-A1A (Lat: 30.251667,  Lng: -81.466389),  Route carried "on" structure: State highway 202,  Year Built: 1979,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 45,250 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 78,509 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: HODGES BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.190,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than 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