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Bridge Statistics for Richmond Hill, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 24Number of bridges
  • 469ft / 143mTotal length
  • $80,677,000Total costs
  • 644,750Total average daily traffic
  • 9,078Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Richmond Hill
  • No street view available for this location

New bridges in Richmond Hill, GA - historical statistics
  • New bridges - historical statistics
  • 31950-1959
  • 41960-1969
  • 71970-1979
  • 21980-1989
  • 41990-1999
  • 12020-2022
Reconstructed bridges in Richmond Hill, GA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 21970-1979
  • 01980-1989
  • 81990-1999
  • 32000-2009
  • 12010-2019
Average Bridge Daily Traffic in Richmond Hill, GA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 11.8%Very good
  • 76.5%Good
  • 11.8%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 17.6%Very good
  • 82.4%Good
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 5.9%Very good
  • 88.2%Good
  • 5.9%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 78.6%Very good
  • 21.4%Good
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Structure Number: 290003,  Location: 3 MILES SW OF RICHMOND HI (Lat: 31.915956,  Lng: -81.347275),  Route carried "on" structure: US 17,  Year Built: 1953,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 23,420 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 35,130 (year 2032),  Design Load: H 15,  Features Intersected: ELBOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  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: Good,  Culverts: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $157,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $235,000
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Structure Number: 290035,  Location: 2.5 MI S OF RICHMOND HILL (Lat: 31.900300,  Lng: -81.322978),  Route carried "on" structure: Interstate 95,  Year Built: 1973,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 44,870 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 67,305 (year 2032),  Design Load: HS 20,  Features Intersected: ELBOW SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 136.794,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 36.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $945,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $1,417,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 290036,  Location: 2.5 MI S OF RICHMOND HILL (Lat: 31.900339,  Lng: -81.323372),  Route carried "on" structure: Interstate 95,  Year Built: 1973,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 44,870 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 67,305 (year 2032),  Design Load: HS 20,  Features Intersected: ELBOW SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 136.794,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 23.1m (75.8ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 36.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $945,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $1,417,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 290037,  Location: 2.2 MI SW OF RICHMOND HI (Lat: 31.912050,  Lng: -81.326008),  Route carried "on" structure: Interstate 95,  Year Built: 1973,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 44,870 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 67,305 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD (635042S)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 138.404,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.0m (118.1ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 50.8m (166.7ft),  Out-to-Out Width: 52.7m (172.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,585,000,  Roadway Improvement Cost: $158,000,  Total Project Cost: $2,377,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 290039,  Location: 1.8 MILES SW OF RICHMOND (Lat: 31.927878,  Lng: -81.331036),  Route carried "on" structure: Interstate 95,  Year Built: 1969,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 58,440 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 87,660 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 25 (US 17)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 140.013,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 47.5m (155.8ft),  Out-to-Out Width: 49.4m (162.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 33.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,091,000,  Roadway Improvement Cost: $209,000,  Total Project Cost: $3,137,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 290041,  Location: 1.8 MILES WEST OF RICHMON (Lat: 31.930789,  Lng: -81.332008),  Route carried "on" structure: Interstate 95,  Year Built: 1969,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 58,440 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 87,660 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD (637581M)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 140.013,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 42.5m (139.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 26.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  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: September 2021,  Bridge Improvement Cost: $1,340,000,  Roadway Improvement Cost: $134,000,  Total Project Cost: $2,010,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 290043,  Location: 2.1 MILES NW RICHMOND HIL (Lat: 31.960039,  Lng: -81.328978),  Route carried "on" structure: Interstate 95,  Year Built: 1969,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 67,950 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 101,925 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 144
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 143.232,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 48.6m (159.4ft),  Out-to-Out Width: 50.4m (165.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 31.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: September 2021,  Bridge Improvement Cost: $1,193,000,  Roadway Improvement Cost: $119,000,  Total Project Cost: $1,789,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 290045,  Location: 2.5 MILES NORTH OF RICHMO (Lat: 31.973581,  Lng: -81.315211),  Route carried "on" structure: Interstate 95,  Year Built: 1969,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 67,950 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 101,925 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: OGEECHEE RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 144.841,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 38.4m (126.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 49.2m (161.4ft),  Out-to-Out Width: 50.2m (164.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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: September 2021,  Bridge Improvement Cost: $2,287,000,  Roadway Improvement Cost: $229,000,  Total Project Cost: $3,431,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 290052,  Location: 1.9 MI SE OF RICHMOND HIL (Lat: 31.916372,  Lng: -81.282950),  Route carried "on" structure: State highway 144,  Year Built: 1991,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 13,660 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,490 (year 2032),  Design Load: HS 20,  Features Intersected: STERLING CREEK,  Facility Carried by Structure: BRYAN NECK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.921,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 23.6m (77.4ft),  Right: 19.8m (65.0ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 49.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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: September 2021,  Bridge Improvement Cost: $469,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $703,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 29501,  Location: 1.4 MILES SOUTH OF RICHMO (Lat: 31.918078,  Lng: -81.307328),  Route carried "on" structure: County highway 100,  Year Built: 1976,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 3,200 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,800 (year 2032),  Design Load: H 15,  Features Intersected: STERLING CREEK,  Facility Carried by Structure: HARRIS TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 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,  Length Of Structure Improvement: 8.93m (29.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $313,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $469,000,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 295011,  Location: 1.8 MILES SOUTH OF RICHMO (Lat: 31.912289,  Lng: -81.302669),  Route carried "on" structure: County highway 100,  Year Built: 1976,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: H 15,  Features Intersected: STERLING CREEK,  Facility Carried by Structure: HARRIS TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 45.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.54m (31.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $391,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $586,000,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 295014,  Location: 0.7 MI SOUTH OF RICHMOND (Lat: 31.928047,  Lng: -81.301600),  Route carried "on" structure: County highway 100,  Year Built: 1995,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 3,730 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,595 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: STERLING CREEK,  Facility Carried by Structure: TIMBER TRAIL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $102,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $152,000
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Structure Number: 295016,  Location: 1 MILE WEST OF RICHMOND H (Lat: 31.937136,  Lng: -81.320006),  Route carried "on" structure: US 17,  Year Built: 1997,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 17,810 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 26,715 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,231,000,  Roadway Improvement Cost: $123,000,  Total Project Cost: $1,846,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 295017,  Location: 1 MILE WEST OF RICHMOND H (Lat: 31.937297,  Lng: -81.319639),  Route carried "on" structure: US 17,  Year Built: 1997,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 17,810 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 26,715 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,231,000,  Roadway Improvement Cost: $123,000,  Total Project Cost: $1,846,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 295019,  Location: 5.5 MILES S OF RICHMOND H (Lat: 31.863808,  Lng: -81.336619),  Route carried "on" structure: County highway 2768,  Year Built: 2020,  Status: Open,  Structure Length: 10.30m (33.79ft),  Average Daily Traffic: 7,000 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 17,700 (year 2039),  Design Load: HL 93,  Features Intersected: I-95 (SR 405),  Facility Carried by Structure: BELFAST SIDING RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.828,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 25 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.3m (128.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 83.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 12.36m (40.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $30,014,000,  Roadway Improvement Cost: $3,001,000,  Total Project Cost: $45,021,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1790015,  Location: 4 MI N OF MIDWAY (Lat: 31.881228,  Lng: -81.393989),  Route carried "on" structure: US 17,  Year Built: 1954,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 5,570 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,355 (year 2032),  Design Load: H 15,  Features Intersected: MT HOPE CREEK OVERFLOW,  Facility Carried by Structure: (SBL) OCEAN HWY-US
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.968,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 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: January 2022,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $188,000
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Structure Number: 1790016,  Location: 5 MI N OF MIDWAY (Lat: 31.882319,  Lng: -81.393108),  Route carried "on" structure: US 17,  Year Built: 1954,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 5,570 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,355 (year 2032),  Design Load: H 20,  Features Intersected: MT HOPE CREEK,  Facility Carried by Structure: (SBL) OCEAN HWY-US
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.968,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 33.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: January 2022,  Bridge Improvement Cost: $774,000,  Roadway Improvement Cost: $77,000,  Total Project Cost: $1,160,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1790046,  Location: 4.5 MI E OF MIDWAY (Lat: 31.829369,  Lng: -81.354900),  Route carried "on" structure: Interstate 95,  Year Built: 1974,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 23.29m (76.41ft),  Average Daily Traffic: 44,870 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 67,305 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: JERICO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 128.748,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 13,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 33.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2022,  Underwater Inspection Date: August 2020,  Bridge Improvement Cost: $3,799,000,  Roadway Improvement Cost: $380,000,  Total Project Cost: $5,699,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1790047,  Location: 4.5 MI E OF MIDWAY (Lat: 31.829569,  Lng: -81.355097),  Route carried "on" structure: Interstate 95,  Year Built: 1974,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 23.29m (76.41ft),  Average Daily Traffic: 44,870 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 67,305 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: JERICO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 128.748,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 13,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 33.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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 60 months,  Inspection Date: January 2022,  Underwater Inspection Date: August 2020,  Bridge Improvement Cost: $3,799,000,  Roadway Improvement Cost: $380,000,  Total Project Cost: $5,699,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1790052,  Location: 5 MI N OF MIDWAY (Lat: 31.882028,  Lng: -81.392919),  Route carried "on" structure: US 17,  Year Built: 1984,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 5,570 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,355 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: MT HOPE CREEK,  Facility Carried by Structure: (NBL) OCEAN HWY-US
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.968,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum 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,  Inspection Date: January 2022,  Bridge Improvement Cost: $875,000,  Roadway Improvement Cost: $88,000,  Total Project Cost: $1,313,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1795005,  Location: 7 MI N OF MIDWAY (Lat: 31.899928,  Lng: -81.423328),  Route carried "on" structure: County highway 164,  Year Built: 1983,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 490 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 735 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: RACCOON BRANCH,  Facility Carried by Structure: MT OLIVE CH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: January 2022,  Bridge Improvement Cost: $121,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $182,000
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Structure Number: 290039,  Location: 1.8 MILES SW OF RICHMOND (Lat: 31.927878,  Lng: -81.331036),  Route carried "under" structure: US 17,  Structure Length: 0. m,  Average Daily Traffic: 15,700 (year 1998),  Truck Traffic: 1%,  Features Intersected: I-95 NBL (SR 405),  Facility Carried by Structure: I-95
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 8.047,  Lanes on structure: 8,  Length of Maximum Span: 0.0m

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Structure Number: 290043,  Location: 2.1 MILES NW RICHMOND HIL (Lat: 31.960039,  Lng: -81.328978),  Route carried "under" structure: State highway 144,  Structure Length: 0. m,  Average Daily Traffic: 9,000 (year 1998),  Truck Traffic: 1%,  Features Intersected: I-95 NBL (SR 405),  Facility Carried by Structure: I-95
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 14.484,  Lanes on structure: 6,  Length of Maximum Span: 0.0m

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Structure Number: 295019,  Location: 5.5 MILES S OF RICHMOND H (Lat: 31.863808,  Lng: -81.336619),  Route carried "under" structure: Interstate 95,  Structure Length: 0. m,  Average Daily Traffic: 38,600 (year 1998),  Truck Traffic: 1%,  Features Intersected: S2768 BELFAST SIDING RD,  Facility Carried by Structure: BELFAST SIDING RD.
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 132.578,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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