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 - historical statistics
- 31950-1959
- 41960-1969
- 71970-1979
- 21980-1989
- 41990-1999
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 21970-1979
- 01980-1989
- 81990-1999
- 32000-2009
- 12010-2019
- Bridge Condition - Deck
- 11.8%Very good
- 76.5%Good
- 11.8%Satisfactory
- Bridge Condition - Superstructure
- 17.6%Very good
- 82.4%Good
- Bridge Condition - Substructure
- 5.9%Very good
- 88.2%Good
- 5.9%Satisfactory
- 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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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