Bridge Statistics for Kingsland, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 37Number of bridges
- 427ft / 130mTotal length
- $66,763,000Total costs
- 553,800Total average daily traffic
- 5,826Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Kingsland
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 31940-1949
- 21950-1959
- 41960-1969
- 91970-1979
- 51980-1989
- 41990-1999
- 22000-2009
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 71990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 40.0%Very good
- 53.3%Good
- 6.7%Satisfactory
- Bridge Condition - Superstructure
- 26.7%Very good
- 66.7%Good
- 6.7%Satisfactory
- Bridge Condition - Substructure
- 13.3%Very good
- 33.3%Good
- 6.7%Satisfactory
- 46.7%Fair
- Bridge Condition - Channel
- 52.0%Very good
- 44.0%Good
- 4.0%Satisfactory
- Bridge Condition - Culverts
- 6.3%Very good
- 93.8%Good
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Structure Number: 390001, Location: 1 MI S OF KINGSLAND (Lat: 30.773728, Lng: -81.686858), Route carried "on" structure: US 17, Year Built: 1949, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 2,890 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 4,335 (year 2032), Design Load: HS 20, Features Intersected: CATFISH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $586,000, Roadway Improvement Cost: $59,000, Total Project Cost: $879,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 390001, Location: 1 MI S OF KINGSLAND (Lat: 30.773728, Lng: -81.686858), Route carried "on" structure: US 17, Year Built: 1949, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 2,890 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 4,335 (year 2032), Design Load: HS 20, Features Intersected: CATFISH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $586,000, Roadway Improvement Cost: $59,000, Total Project Cost: $879,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 390002, Location: 1 MI N OF KINGSLAND (Lat: 30.832797, Lng: -81.696789), Route carried "on" structure: US 17, Year Built: 1949, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 3,280 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 4,920 (year 2032), Design Load: HS 20, Features Intersected: CROOKED RIVER
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: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $586,000, Roadway Improvement Cost: $59,000, Total Project Cost: $879,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 390002, Location: 1 MI N OF KINGSLAND (Lat: 30.832797, Lng: -81.696789), Route carried "on" structure: US 17, Year Built: 1949, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 3,280 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 4,920 (year 2032), Design Load: HS 20, Features Intersected: CROOKED RIVER
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: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $586,000, Roadway Improvement Cost: $59,000, Total Project Cost: $879,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 390003, Location: 1 MI N OF KINGSLAND (Lat: 30.837528, Lng: -81.697728), Route carried "on" structure: US 17, Year Built: 1950, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 3,280 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 4,920 (year 2032), Design Load: HS 20+Mod, Features Intersected: NORTH FORK CROOKED RIV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $586,000, Roadway Improvement Cost: $59,000, Total Project Cost: $879,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 390003, Location: 1 MI N OF KINGSLAND (Lat: 30.837528, Lng: -81.697728), Route carried "on" structure: US 17, Year Built: 1950, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 3,280 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 4,920 (year 2032), Design Load: HS 20+Mod, Features Intersected: NORTH FORK CROOKED RIV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $586,000, Roadway Improvement Cost: $59,000, Total Project Cost: $879,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 390004, Location: 3 MI N OF KINGSLAND (Lat: 30.863278, Lng: -81.702889), Route carried "on" structure: US 17, Year Built: 1950, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,730 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 4,095 (year 2032), Design Load: H 15, Features Intersected: SHINGLE SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), 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: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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: June 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 390004, Location: 3 MI N OF KINGSLAND (Lat: 30.863278, Lng: -81.702889), Route carried "on" structure: US 17, Year Built: 1950, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,730 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 4,095 (year 2032), Design Load: H 15, Features Intersected: SHINGLE SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), 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: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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: June 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 390014, Location: 9 MI W OF KINGSLAND (Lat: 30.818358, Lng: -81.850858), Route carried "on" structure: State highway 40, Year Built: 1940, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,740 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 5,610 (year 2032), Design Load: H 15, Features Intersected: MALLET'S CREEK TRIB., Facility Carried by Structure: OKEFENOKEE PKWY.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: June 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
Structure Number: 390014, Location: 9 MI W OF KINGSLAND (Lat: 30.818358, Lng: -81.850858), Route carried "on" structure: State highway 40, Year Built: 1940, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,740 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 5,610 (year 2032), Design Load: H 15, Features Intersected: MALLET'S CREEK TRIB., Facility Carried by Structure: OKEFENOKEE PKWY.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: June 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
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Structure Number: 390019, Location: 1 MI N OF GA-FLA ST LINE (Lat: 30.759208, Lng: -81.652308), Route carried "on" structure: County highway 61, Year Built: 1970, Status: Open, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 11,020 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 16,530 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-95 (SR 405), Facility Carried by Structure: ST. MARYS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,482,000, Roadway Improvement Cost: $148,000, Total Project Cost: $2,223,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 390019, Location: 1 MI N OF GA-FLA ST LINE (Lat: 30.759208, Lng: -81.652308), Route carried "on" structure: County highway 61, Year Built: 1970, Status: Open, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 11,020 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 16,530 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-95 (SR 405), Facility Carried by Structure: ST. MARYS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,482,000, Roadway Improvement Cost: $148,000, Total Project Cost: $2,223,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 390022, Location: 8 MI SW OF WOODBINE (Lat: 30.878908, Lng: -81.818889), Route carried "on" structure: State highway 110, Year Built: 1960, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 550 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 825 (year 2032), Design Load: HS 20+Mod, Features Intersected: BULL HEAD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, 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: May 2021, Bridge Improvement Cost: $141,000, Roadway Improvement Cost: $14,000, Total Project Cost: $211,000
Structure Number: 390022, Location: 8 MI SW OF WOODBINE (Lat: 30.878908, Lng: -81.818889), Route carried "on" structure: State highway 110, Year Built: 1960, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 550 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 825 (year 2032), Design Load: HS 20+Mod, Features Intersected: BULL HEAD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, 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: May 2021, Bridge Improvement Cost: $141,000, Roadway Improvement Cost: $14,000, Total Project Cost: $211,000
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Structure Number: 390023, Location: 6 MI SW OF WOODBINE (Lat: 30.906919, Lng: -81.793058), Route carried "on" structure: State highway 110, Year Built: 1960, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 550 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 825 (year 2032), Design Load: HS 20+Mod, Features Intersected: ROSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $117,000, Roadway Improvement Cost: $12,000, Total Project Cost: $176,000
Structure Number: 390023, Location: 6 MI SW OF WOODBINE (Lat: 30.906919, Lng: -81.793058), Route carried "on" structure: State highway 110, Year Built: 1960, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 550 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 825 (year 2032), Design Load: HS 20+Mod, Features Intersected: ROSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $117,000, Roadway Improvement Cost: $12,000, Total Project Cost: $176,000
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Structure Number: 39003, Location: 1 MI E OF KINGSLAND (Lat: 30.790458, Lng: -81.658619), Route carried "on" structure: Interstate 95, Year Built: 1970, Year Reconstructed: 1998, Status: Open, Structure Length: 9.94m (32.61ft), Average Daily Traffic: 43,400 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 65,100 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 40- ST MARY'S RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 27.7m (90.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,969,000, Roadway Improvement Cost: $197,000, Total Project Cost: $2,953,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 39003, Location: 1 MI E OF KINGSLAND (Lat: 30.790458, Lng: -81.658619), Route carried "on" structure: Interstate 95, Year Built: 1970, Year Reconstructed: 1998, Status: Open, Structure Length: 9.94m (32.61ft), Average Daily Traffic: 43,400 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 65,100 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 40- ST MARY'S RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 27.7m (90.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,969,000, Roadway Improvement Cost: $197,000, Total Project Cost: $2,953,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 390031, Location: 1 MI E OF KINGSLAND (Lat: 30.790800, Lng: -81.659250), Route carried "on" structure: Interstate 95, Year Built: 1970, Year Reconstructed: 1998, Status: Open, Structure Length: 10.15m (33.30ft), Average Daily Traffic: 50,360 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 75,540 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 40- ST MARY'S RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 27.9m (91.5ft), Out-to-Out Width: 28.8m (94.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,011,000, Roadway Improvement Cost: $201,000, Total Project Cost: $3,016,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 390031, Location: 1 MI E OF KINGSLAND (Lat: 30.790800, Lng: -81.659250), Route carried "on" structure: Interstate 95, Year Built: 1970, Year Reconstructed: 1998, Status: Open, Structure Length: 10.15m (33.30ft), Average Daily Traffic: 50,360 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 75,540 (year 2032), Design Load: HS 20+Mod, Features Intersected: SR 40- ST MARY'S RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 27.9m (91.5ft), Out-to-Out Width: 28.8m (94.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,011,000, Roadway Improvement Cost: $201,000, Total Project Cost: $3,016,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 390032, Location: 2 MI NE OF KINGSLAND (Lat: 30.839050, Lng: -81.669369), Route carried "on" structure: Interstate 95, Year Built: 1972, Year Reconstructed: 1997, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 51,420 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 77,130 (year 2032), Design Load: HS 20+Mod, Features Intersected: CROOKED RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 23.3m (76.4ft), Out-to-Out Width: 24.2m (79.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 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: April 2021, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $1,989,000, Roadway Improvement Cost: $199,000, Total Project Cost: $2,984,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 390032, Location: 2 MI NE OF KINGSLAND (Lat: 30.839050, Lng: -81.669369), Route carried "on" structure: Interstate 95, Year Built: 1972, Year Reconstructed: 1997, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 51,420 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 77,130 (year 2032), Design Load: HS 20+Mod, Features Intersected: CROOKED RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 23.3m (76.4ft), Out-to-Out Width: 24.2m (79.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 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: April 2021, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $1,989,000, Roadway Improvement Cost: $199,000, Total Project Cost: $2,984,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 390033, Location: 2 MI NE OF KINGSLAND (Lat: 30.839019, Lng: -81.669650), Route carried "on" structure: Interstate 95, Year Built: 1972, Year Reconstructed: 1997, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 51,420 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 77,130 (year 2032), Design Load: HS 20+Mod, Features Intersected: CROOKED RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.2m (79.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Channel: Very good, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $1,989,000, Roadway Improvement Cost: $199,000, Total Project Cost: $2,984,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 390033, Location: 2 MI NE OF KINGSLAND (Lat: 30.839019, Lng: -81.669650), Route carried "on" structure: Interstate 95, Year Built: 1972, Year Reconstructed: 1997, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 51,420 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 77,130 (year 2032), Design Load: HS 20+Mod, Features Intersected: CROOKED RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.2m (79.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Channel: Very good, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $1,989,000, Roadway Improvement Cost: $199,000, Total Project Cost: $2,984,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 390034, Location: 5.5 MI N OF KINGSLAND (Lat: 30.887950, Lng: -81.685758), Route carried "on" structure: Interstate 95, Year Built: 1972, Year Reconstructed: 1997, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 47,410 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 71,115 (year 2032), Design Load: HS 20+Mod, Features Intersected: ROSE CREEK SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, 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: 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: June 2021, Bridge Improvement Cost: $159,000, Roadway Improvement Cost: $16,000, Total Project Cost: $239,000
Structure Number: 390034, Location: 5.5 MI N OF KINGSLAND (Lat: 30.887950, Lng: -81.685758), Route carried "on" structure: Interstate 95, Year Built: 1972, Year Reconstructed: 1997, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 47,410 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 71,115 (year 2032), Design Load: HS 20+Mod, Features Intersected: ROSE CREEK SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, 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: 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: June 2021, Bridge Improvement Cost: $159,000, Roadway Improvement Cost: $16,000, Total Project Cost: $239,000
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Structure Number: 390035, Location: 5.5 MI N OF KINGSLAND (Lat: 30.887989, Lng: -81.686350), Route carried "on" structure: Interstate 95, Year Built: 1972, Year Reconstructed: 1997, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 47,410 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 71,115 (year 2032), Design Load: HS 20+Mod, Features Intersected: ROSE CREEK SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, 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: 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: June 2021, Bridge Improvement Cost: $159,000, Roadway Improvement Cost: $16,000, Total Project Cost: $239,000
Structure Number: 390035, Location: 5.5 MI N OF KINGSLAND (Lat: 30.887989, Lng: -81.686350), Route carried "on" structure: Interstate 95, Year Built: 1972, Year Reconstructed: 1997, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 47,410 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 71,115 (year 2032), Design Load: HS 20+Mod, Features Intersected: ROSE CREEK SWAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.093, 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: 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: June 2021, Bridge Improvement Cost: $159,000, Roadway Improvement Cost: $16,000, Total Project Cost: $239,000
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Structure Number: 390046, Location: 2.5 MI NE OF KINGSLAND (Lat: 30.846608, Lng: -81.672189), Route carried "on" structure: County highway 1276, Year Built: 1972, Year Reconstructed: 2002, Status: Open, Structure Length: 7.99m (26.21ft), Average Daily Traffic: 9,240 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 13,860 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-95 (SR 405), Facility Carried by Structure: HARRIETTS BLUFF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,024,000, Roadway Improvement Cost: $102,000, Total Project Cost: $1,536,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 390046, Location: 2.5 MI NE OF KINGSLAND (Lat: 30.846608, Lng: -81.672189), Route carried "on" structure: County highway 1276, Year Built: 1972, Year Reconstructed: 2002, Status: Open, Structure Length: 7.99m (26.21ft), Average Daily Traffic: 9,240 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 13,860 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-95 (SR 405), Facility Carried by Structure: HARRIETTS BLUFF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,024,000, Roadway Improvement Cost: $102,000, Total Project Cost: $1,536,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 390047, Location: 11 MI SE OF WOODBINE (Lat: 30.850119, Lng: -81.637850), Route carried "on" structure: County highway 1276, Year Built: 1979, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 3,030 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 4,545 (year 2032), Design Load: HS 20, Features Intersected: CANE SWAMP, Facility Carried by Structure: HARRIETTS BLUFF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 41.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $531,000, Roadway Improvement Cost: $53,000, Total Project Cost: $797,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 390047, Location: 11 MI SE OF WOODBINE (Lat: 30.850119, Lng: -81.637850), Route carried "on" structure: County highway 1276, Year Built: 1979, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 3,030 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 4,545 (year 2032), Design Load: HS 20, Features Intersected: CANE SWAMP, Facility Carried by Structure: HARRIETTS BLUFF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 41.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $531,000, Roadway Improvement Cost: $53,000, Total Project Cost: $797,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 390054, Location: 1 MI NE OF KINGSLAND (Lat: 30.823469, Lng: -81.688297), Route carried "on" structure: County highway 2936, Year Built: 1965, Year Reconstructed: 1992, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 3,810 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 5,715 (year 2032), Design Load: H 15, Features Intersected: CANEY BRANCH, Facility Carried by Structure: COLERAIN-ST. MARYS
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: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: May 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 390054, Location: 1 MI NE OF KINGSLAND (Lat: 30.823469, Lng: -81.688297), Route carried "on" structure: County highway 2936, Year Built: 1965, Year Reconstructed: 1992, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 3,810 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 5,715 (year 2032), Design Load: H 15, Features Intersected: CANEY BRANCH, Facility Carried by Structure: COLERAIN-ST. MARYS
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: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: May 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 390055, Location: 5 MI E OF KINGSLAND (Lat: 30.812389, Lng: -81.627069), Route carried "on" structure: County highway 2936, Year Built: 1983, Year Reconstructed: 2010, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 10,610 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 15,915 (year 2032), Design Load: HS 20+Mod, Features Intersected: GUM BRANCH, Facility Carried by Structure: COLERAIN-ST. MARYS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 46.2 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: May 2021, Bridge Improvement Cost: $175,000, Roadway Improvement Cost: $18,000, Total Project Cost: $263,000
Structure Number: 390055, Location: 5 MI E OF KINGSLAND (Lat: 30.812389, Lng: -81.627069), Route carried "on" structure: County highway 2936, Year Built: 1983, Year Reconstructed: 2010, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 10,610 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 15,915 (year 2032), Design Load: HS 20+Mod, Features Intersected: GUM BRANCH, Facility Carried by Structure: COLERAIN-ST. MARYS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 46.2 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: May 2021, Bridge Improvement Cost: $175,000, Roadway Improvement Cost: $18,000, Total Project Cost: $263,000
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Structure Number: 390056, Location: 1 MI N OF FLA ST LINE (Lat: 30.757578, Lng: -81.649939), Route carried "on" structure: Ramp Interstate 95, Year Built: 1985, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 7,670 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 11,505 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-95 REST AREA RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 74.3 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: 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: April 2021, Bridge Improvement Cost: $256,000, Roadway Improvement Cost: $26,000, Total Project Cost: $384,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 390056, Location: 1 MI N OF FLA ST LINE (Lat: 30.757578, Lng: -81.649939), Route carried "on" structure: Ramp Interstate 95, Year Built: 1985, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 7,670 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 11,505 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-95 REST AREA RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 74.3 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: 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: April 2021, Bridge Improvement Cost: $256,000, Roadway Improvement Cost: $26,000, Total Project Cost: $384,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 390059, Location: 11 MI W OF KINGSLAND (Lat: 30.832919, Lng: -81.881708), Route carried "on" structure: State highway 40, Year Built: 1992, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,740 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 5,610 (year 2032), Design Load: HS 20+Mod, Features Intersected: MILL CREEK, Facility Carried by Structure: OKEFENOKEE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $94,000, Roadway Improvement Cost: $9,000, Total Project Cost: $141,000
Structure Number: 390059, Location: 11 MI W OF KINGSLAND (Lat: 30.832919, Lng: -81.881708), Route carried "on" structure: State highway 40, Year Built: 1992, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,740 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 5,610 (year 2032), Design Load: HS 20+Mod, Features Intersected: MILL CREEK, Facility Carried by Structure: OKEFENOKEE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $94,000, Roadway Improvement Cost: $9,000, Total Project Cost: $141,000
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Structure Number: 39006, Location: 8 MI W OF KINGSLAND (Lat: 30.814869, Lng: -81.843689), Route carried "on" structure: State highway 40, Year Built: 1992, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 3,740 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 5,610 (year 2032), Design Load: HS 20+Mod, Features Intersected: MAIDEN BRANCH, Facility Carried by Structure: OKEFENOKEE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: June 2021, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $9,000, Total Project Cost: $135,000
Structure Number: 39006, Location: 8 MI W OF KINGSLAND (Lat: 30.814869, Lng: -81.843689), Route carried "on" structure: State highway 40, Year Built: 1992, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 3,740 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 5,610 (year 2032), Design Load: HS 20+Mod, Features Intersected: MAIDEN BRANCH, Facility Carried by Structure: OKEFENOKEE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: June 2021, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $9,000, Total Project Cost: $135,000
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Structure Number: 390061, Location: 7 MI W OF KINGSLAND (Lat: 30.808158, Lng: -81.819539), Route carried "on" structure: State highway 40, Year Built: 1992, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,740 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 5,610 (year 2032), Design Load: HS 20+Mod, Features Intersected: HORSE PEN CREEK, Facility Carried by Structure: OKEFENOKEE PKWY
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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
Structure Number: 390061, Location: 7 MI W OF KINGSLAND (Lat: 30.808158, Lng: -81.819539), Route carried "on" structure: State highway 40, Year Built: 1992, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,740 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 5,610 (year 2032), Design Load: HS 20+Mod, Features Intersected: HORSE PEN CREEK, Facility Carried by Structure: OKEFENOKEE PKWY
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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
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Structure Number: 390062, Location: 2 MI W OF KINGSLAND (Lat: 30.809619, Lng: -81.790989), Route carried "on" structure: State highway 40, Year Built: 1992, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,740 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 5,610 (year 2032), Design Load: HS 20+Mod, Features Intersected: TEMPLE CREEK, Facility Carried by Structure: OKEFENOKEE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $105,000, Roadway Improvement Cost: $11,000, Total Project Cost: $158,000
Structure Number: 390062, Location: 2 MI W OF KINGSLAND (Lat: 30.809619, Lng: -81.790989), Route carried "on" structure: State highway 40, Year Built: 1992, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,740 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 5,610 (year 2032), Design Load: HS 20+Mod, Features Intersected: TEMPLE CREEK, Facility Carried by Structure: OKEFENOKEE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $105,000, Roadway Improvement Cost: $11,000, Total Project Cost: $158,000
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Structure Number: 39502, Location: 1 MI S OF KINGSLAND (Lat: 30.779089, Lng: -81.706719), Route carried "on" structure: County highway 62, Year Built: 1987, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: CATFISH CREEK, Facility Carried by Structure: CLARK BLUFF 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: 6.7m (22.0ft), 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: 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: May 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 39502, Location: 1 MI S OF KINGSLAND (Lat: 30.779089, Lng: -81.706719), Route carried "on" structure: County highway 62, Year Built: 1987, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: CATFISH CREEK, Facility Carried by Structure: CLARK BLUFF 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: 6.7m (22.0ft), 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: 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: May 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 395021, Location: CITY LIMIT OF KINGSLAND (Lat: 30.789889, Lng: -81.694639), Route carried "on" structure: City street 62, Year Built: 1981, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,550 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 2,325 (year 2032), Design Load: HS 20+Mod, Features Intersected: LITTLE CATFISH CREEK, Facility Carried by Structure: CLARK BLUFF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 1.2m (3.9ft), Right: 0.0m
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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
Structure Number: 395021, Location: CITY LIMIT OF KINGSLAND (Lat: 30.789889, Lng: -81.694639), Route carried "on" structure: City street 62, Year Built: 1981, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,550 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 2,325 (year 2032), Design Load: HS 20+Mod, Features Intersected: LITTLE CATFISH CREEK, Facility Carried by Structure: CLARK BLUFF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 1.2m (3.9ft), Right: 0.0m
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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
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Structure Number: 395037, Location: 2 MI NE OF KINGSLAND (Lat: 30.831258, Lng: -81.679989), Route carried "on" structure: County highway 140, Year Built: 1969, Status: Posted for load, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 3,250 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 4,875 (year 2032), Design Load: H 15, Features Intersected: CROOKED RIVER, Facility Carried by Structure: OLD STILL ROAD
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: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 12.53m (41.11ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $781,000, Roadway Improvement Cost: $78,000, Total Project Cost: $1,172,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 395037, Location: 2 MI NE OF KINGSLAND (Lat: 30.831258, Lng: -81.679989), Route carried "on" structure: County highway 140, Year Built: 1969, Status: Posted for load, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 3,250 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 4,875 (year 2032), Design Load: H 15, Features Intersected: CROOKED RIVER, Facility Carried by Structure: OLD STILL ROAD
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: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 12.53m (41.11ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $781,000, Roadway Improvement Cost: $78,000, Total Project Cost: $1,172,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 39504, Location: 4.5 MI NE OF KINGSLAND (Lat: 30.849169, Lng: -81.635000), Route carried "on" structure: County highway 89, Year Built: 1984, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: CANE SWAMP TRIB., Facility Carried by Structure: SHEFFIELD ISLAND
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: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: 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: June 2021, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $9,000, Total Project Cost: $135,000
Structure Number: 39504, Location: 4.5 MI NE OF KINGSLAND (Lat: 30.849169, Lng: -81.635000), Route carried "on" structure: County highway 89, Year Built: 1984, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: CANE SWAMP TRIB., Facility Carried by Structure: SHEFFIELD ISLAND
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: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: 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: June 2021, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $9,000, Total Project Cost: $135,000
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Structure Number: 39505, Location: 6 MI W OF KINGSLAND (Lat: 30.795339, Lng: -81.794569), Route carried "on" structure: County highway 55, Year Built: 2001, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: HORSEPEN CREEK, Facility Carried by Structure: GREENVILLE 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: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
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: June 2021, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $11,000, Total Project Cost: $170,000
Structure Number: 39505, Location: 6 MI W OF KINGSLAND (Lat: 30.795339, Lng: -81.794569), Route carried "on" structure: County highway 55, Year Built: 2001, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: HORSEPEN CREEK, Facility Carried by Structure: GREENVILLE 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: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
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: June 2021, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $11,000, Total Project Cost: $170,000
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Structure Number: 395063, Location: 12 MILES W OF KINGSLAND (Lat: 30.862447, Lng: -81.813139), Route carried "on" structure: County highway 51, Year Built: 2008, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 60 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 90 (year 2032), Design Load: HS 20+Mod, Features Intersected: BULLHEAD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 58.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $234,000, Roadway Improvement Cost: $23,000, Total Project Cost: $352,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 395063, Location: 12 MILES W OF KINGSLAND (Lat: 30.862447, Lng: -81.813139), Route carried "on" structure: County highway 51, Year Built: 2008, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 60 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 90 (year 2032), Design Load: HS 20+Mod, Features Intersected: BULLHEAD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 58.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $234,000, Roadway Improvement Cost: $23,000, Total Project Cost: $352,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 395066, Location: 1.5 MI NE OF KINGLAND (Lat: 30.825539, Lng: -81.666608), Route carried "on" structure: County highway 2936, Year Built: 2020, Status: Open, Structure Length: 8.93m (29.30ft), Average Daily Traffic: 8,270 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 12,405 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-95 (SR 405), Facility Carried by Structure: COLERAIN-ST. MARYS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 5.0m (16.4ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 29.6m (97.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 65.3 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.72m (35.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $26,018,000, Roadway Improvement Cost: $2,601,000, Total Project Cost: $39,027,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 395066, Location: 1.5 MI NE OF KINGLAND (Lat: 30.825539, Lng: -81.666608), Route carried "on" structure: County highway 2936, Year Built: 2020, Status: Open, Structure Length: 8.93m (29.30ft), Average Daily Traffic: 8,270 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 12,405 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-95 (SR 405), Facility Carried by Structure: COLERAIN-ST. MARYS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 5.0m (16.4ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 29.6m (97.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 65.3 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.72m (35.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $26,018,000, Roadway Improvement Cost: $2,601,000, Total Project Cost: $39,027,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 399001, Location: FL. - GA. STATE LINE (Lat: 30.741664, Lng: -81.687972), Route carried "on" structure: US 17, Year Built: 1927, Year Reconstructed: 2005, Status: Open, Structure Length: 17.15m (56.27ft), Average Daily Traffic: 4,000 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,940 (year 2042), Design Load: H 15, Features Intersected: ST. MARY'S RIVER
Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 21.353, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Navigation Control: Yes ( Vertical Clearance: 2.7m (8.9ft), Horizontal Clearance: 24.3m (79.7ft)), Material/Design: Steel, Design/Construction: Movable - Swing, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 8, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 17.13m (56.20ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 11 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Underwater Inspection Date: April 2021, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $3,840,000, Total Project Cost: $3,840,000, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 399001, Location: FL. - GA. STATE LINE (Lat: 30.741664, Lng: -81.687972), Route carried "on" structure: US 17, Year Built: 1927, Year Reconstructed: 2005, Status: Open, Structure Length: 17.15m (56.27ft), Average Daily Traffic: 4,000 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,940 (year 2042), Design Load: H 15, Features Intersected: ST. MARY'S RIVER
Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 21.353, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Navigation Control: Yes ( Vertical Clearance: 2.7m (8.9ft), Horizontal Clearance: 24.3m (79.7ft)), Material/Design: Steel, Design/Construction: Movable - Swing, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 8, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 17.13m (56.20ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 11 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Underwater Inspection Date: April 2021, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $3,840,000, Total Project Cost: $3,840,000, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 390019, Location: 1 MI N OF GA-FLA ST LINE (Lat: 30.759208, Lng: -81.652308), Route carried "under" structure: Interstate 95, Structure Length: 0. m, Average Daily Traffic: 42,000 (year 1998), Truck Traffic: 1%, Features Intersected: CR 61 ST. MARYS ROAD, Facility Carried by Structure: ST. MARYS ROAD
Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 1.609, Lanes on structure: 3, Length of Maximum Span: 0.0m
Structure Number: 390019, Location: 1 MI N OF GA-FLA ST LINE (Lat: 30.759208, Lng: -81.652308), Route carried "under" structure: Interstate 95, Structure Length: 0. m, Average Daily Traffic: 42,000 (year 1998), Truck Traffic: 1%, Features Intersected: CR 61 ST. MARYS ROAD, Facility Carried by Structure: ST. MARYS ROAD
Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 1.609, Lanes on structure: 3, Length of Maximum Span: 0.0m
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Structure Number: 39003, Location: 1 MI E OF KINGSLAND (Lat: 30.790458, Lng: -81.658619), Route carried "under" structure: State highway 40, Structure Length: 0. m, Average Daily Traffic: 21,300 (year 1998), Truck Traffic: 1%, Features Intersected: I-95 NBL (SR 405), Facility Carried by Structure: I-95 (NBL)
Minimum Vertical Clearance: 6.42m (21.06ft), Kilometerpoint: 25.750, Lanes on structure: 4, Length of Maximum Span: 0.0m
Structure Number: 39003, Location: 1 MI E OF KINGSLAND (Lat: 30.790458, Lng: -81.658619), Route carried "under" structure: State highway 40, Structure Length: 0. m, Average Daily Traffic: 21,300 (year 1998), Truck Traffic: 1%, Features Intersected: I-95 NBL (SR 405), Facility Carried by Structure: I-95 (NBL)
Minimum Vertical Clearance: 6.42m (21.06ft), Kilometerpoint: 25.750, Lanes on structure: 4, Length of Maximum Span: 0.0m
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Structure Number: 390031, Location: 1 MI E OF KINGSLAND (Lat: 30.790800, Lng: -81.659250), Route carried "under" structure: State highway 40, Structure Length: 0. m, Average Daily Traffic: 16,600 (year 1998), Truck Traffic: 1%, Features Intersected: I-95 SBL (SR 405), Facility Carried by Structure: I-95 (SBL)
Minimum Vertical Clearance: 6.40m (21.00ft), Kilometerpoint: 24.140, Lanes on structure: 4, Length of Maximum Span: 0.0m
Structure Number: 390031, Location: 1 MI E OF KINGSLAND (Lat: 30.790800, Lng: -81.659250), Route carried "under" structure: State highway 40, Structure Length: 0. m, Average Daily Traffic: 16,600 (year 1998), Truck Traffic: 1%, Features Intersected: I-95 SBL (SR 405), Facility Carried by Structure: I-95 (SBL)
Minimum Vertical Clearance: 6.40m (21.00ft), Kilometerpoint: 24.140, Lanes on structure: 4, Length of Maximum Span: 0.0m
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Structure Number: 390046, Location: 2.5 MI NE OF KINGSLAND (Lat: 30.846608, Lng: -81.672189), Route carried "under" structure: Interstate 95, Structure Length: 0. m, Average Daily Traffic: 40,320 (year 1998), Truck Traffic: 1%, Features Intersected: S1276 HARRIETTS BLUFF RD, Facility Carried by Structure: HARRIETTS BLUFF RD
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 11.265, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 390046, Location: 2.5 MI NE OF KINGSLAND (Lat: 30.846608, Lng: -81.672189), Route carried "under" structure: Interstate 95, Structure Length: 0. m, Average Daily Traffic: 40,320 (year 1998), Truck Traffic: 1%, Features Intersected: S1276 HARRIETTS BLUFF RD, Facility Carried by Structure: HARRIETTS BLUFF RD
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 11.265, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 390056, Location: 1 MI N OF FLA ST LINE (Lat: 30.757578, Lng: -81.649939), Route carried "under" structure: Ramp Interstate 95, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 1998), Truck Traffic: 1%, Features Intersected: I-95 RAMP
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 1.609, Lanes on structure: 1, Length of Maximum Span: 0.0m
Structure Number: 390056, Location: 1 MI N OF FLA ST LINE (Lat: 30.757578, Lng: -81.649939), Route carried "under" structure: Ramp Interstate 95, Structure Length: 0. m, Average Daily Traffic: 5,000 (year 1998), Truck Traffic: 1%, Features Intersected: I-95 RAMP
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 1.609, Lanes on structure: 1, Length of Maximum Span: 0.0m
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Structure Number: 395066, Location: 1.5 MI NE OF KINGLAND (Lat: 30.825539, Lng: -81.666608), Route carried "under" structure: Interstate 95, Structure Length: 0. m, Average Daily Traffic: 41,200 (year 1998), Truck Traffic: 1%, Features Intersected: S-2936 COLERAIN-ST MARY, Facility Carried by Structure: COLERAIN-ST. MARYS
Minimum Vertical Clearance: 5.58m (18.31ft), Kilometerpoint: 9.656, Lanes on structure: 4, Length of Maximum Span: 0.0m
Structure Number: 395066, Location: 1.5 MI NE OF KINGLAND (Lat: 30.825539, Lng: -81.666608), Route carried "under" structure: Interstate 95, Structure Length: 0. m, Average Daily Traffic: 41,200 (year 1998), Truck Traffic: 1%, Features Intersected: S-2936 COLERAIN-ST MARY, Facility Carried by Structure: COLERAIN-ST. MARYS
Minimum Vertical Clearance: 5.58m (18.31ft), Kilometerpoint: 9.656, Lanes on structure: 4, Length of Maximum Span: 0.0m