Bridge Statistics for St. Marys, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 400ft / 122mTotal length
- $19,575,000Total costs
- 225,732Total average daily traffic
- 22,628Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for St. Marys
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 21960-1969
- 21970-1979
- 101980-1989
- 11990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 31990-1999
- Bridge Condition - Deck
- 18.8%Very good
- 62.5%Good
- 18.8%Satisfactory
- Bridge Condition - Superstructure
- 12.5%Very good
- 81.3%Good
- 6.3%Satisfactory
- Bridge Condition - Substructure
- 6.3%Very good
- 68.8%Good
- 6.3%Satisfactory
- 18.8%Fair
- Bridge Condition - Channel
- 28.6%Very good
- 57.1%Good
- 14.3%Fair
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Structure Number: 1GA3988, Location: 600 M N OF DAN WEBSTER RD (Lat: 30.774222, Lng: -81.544333), Route carried "on" structure: Federal lands road , Year Built: 1981, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 4 (year 2032), Features Intersected: CREEK, Facility Carried by Structure: FORT PETER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Navy/Marines, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $9,000, Total Project Cost: $13,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1GA3988, Location: 600 M N OF DAN WEBSTER RD (Lat: 30.774222, Lng: -81.544333), Route carried "on" structure: Federal lands road , Year Built: 1981, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 4 (year 2032), Features Intersected: CREEK, Facility Carried by Structure: FORT PETER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Navy/Marines, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $9,000, Total Project Cost: $13,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 390018, Location: 1 MI W OF SAINT MARYS (Lat: 30.753750, Lng: -81.583569), Route carried "on" structure: State highway 40, Year Built: 1958, Year Reconstructed: 2002, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 15,590 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 23,385 (year 2032), Design Load: HS 20+Mod, Features Intersected: DARK ENTRY CREEK, Facility Carried by Structure: KINGSLAND-ST MARYS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.796, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 20 degrees, 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: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 26.8m (87.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: 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: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $1,066,000, Roadway Improvement Cost: $107,000, Total Project Cost: $1,598,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 390018, Location: 1 MI W OF SAINT MARYS (Lat: 30.753750, Lng: -81.583569), Route carried "on" structure: State highway 40, Year Built: 1958, Year Reconstructed: 2002, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 15,590 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 23,385 (year 2032), Design Load: HS 20+Mod, Features Intersected: DARK ENTRY CREEK, Facility Carried by Structure: KINGSLAND-ST MARYS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.796, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 20 degrees, 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: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 26.8m (87.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: 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: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $1,066,000, Roadway Improvement Cost: $107,000, Total Project Cost: $1,598,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 390029, Location: GA-FLA STATE LINE (Lat: 30.744667, Lng: -81.654136), Route carried "on" structure: Interstate 95, Year Built: 1971, Year Reconstructed: 1998, Status: Open, Structure Length: 37.67m (123.59ft), Average Daily Traffic: 54,710 (year 2012), Truck Traffic: 17%, Average Future Daily Traffic: 82,065 (year 2032), Design Load: HS 20+Mod, Features Intersected: ST MARY'S RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 11.5m (37.7ft), Horizontal Clearance: 30.4m (99.7ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 9, Length of Maximum Span: 46.9m (153.9ft), Curb-To-Curb Width: 19.1m (62.7ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.5 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: 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: September 2018, Bridge Improvement Cost: $6,146,000, Roadway Improvement Cost: $615,000, Total Project Cost: $9,220,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 390029, Location: GA-FLA STATE LINE (Lat: 30.744667, Lng: -81.654136), Route carried "on" structure: Interstate 95, Year Built: 1971, Year Reconstructed: 1998, Status: Open, Structure Length: 37.67m (123.59ft), Average Daily Traffic: 54,710 (year 2012), Truck Traffic: 17%, Average Future Daily Traffic: 82,065 (year 2032), Design Load: HS 20+Mod, Features Intersected: ST MARY'S RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 11.5m (37.7ft), Horizontal Clearance: 30.4m (99.7ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 9, Length of Maximum Span: 46.9m (153.9ft), Curb-To-Curb Width: 19.1m (62.7ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.5 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: 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: September 2018, Bridge Improvement Cost: $6,146,000, Roadway Improvement Cost: $615,000, Total Project Cost: $9,220,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 390048, Location: 13 MI SE OF WOODBINE (Lat: 30.873469, Lng: -81.602800), Route carried "on" structure: County highway 1276, Year Built: 1964, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 330 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 495 (year 2032), Design Load: H 15, Features Intersected: PINE BARREN SWAMP, Facility Carried by Structure: HARRIETTS BLUFF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
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: June 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 390048, Location: 13 MI SE OF WOODBINE (Lat: 30.873469, Lng: -81.602800), Route carried "on" structure: County highway 1276, Year Built: 1964, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 330 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 495 (year 2032), Design Load: H 15, Features Intersected: PINE BARREN SWAMP, Facility Carried by Structure: HARRIETTS BLUFF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
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: June 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 390049, Location: 14 MI SE OF WOODBINE (Lat: 30.889097, Lng: -81.559139), Route carried "on" structure: County highway 1276, Year Built: 1964, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 330 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 495 (year 2032), Design Load: HS 20, Features Intersected: DEEP CREEK, Facility Carried by Structure: HARRIETTS BLUFF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, 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: 5, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 60.7 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: Somewhat better than minimum adequacy, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $547,000, Roadway Improvement Cost: $55,000, Total Project Cost: $821,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 390049, Location: 14 MI SE OF WOODBINE (Lat: 30.889097, Lng: -81.559139), Route carried "on" structure: County highway 1276, Year Built: 1964, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 330 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 495 (year 2032), Design Load: HS 20, Features Intersected: DEEP CREEK, Facility Carried by Structure: HARRIETTS BLUFF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, 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: 5, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 60.7 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: Somewhat better than minimum adequacy, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $547,000, Roadway Improvement Cost: $55,000, Total Project Cost: $821,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 390057, Location: 4.5 MI W OF ST MARYS (Lat: 30.761322, Lng: -81.604894), Route carried "on" structure: City street 532, Year Built: 1985, Status: Open, Structure Length: 5.00m (16.40ft), 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: SR40 ST MARYS-KINGSLAND, Facility Carried by Structure: ST. MARYS RD (EBL)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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: $816,000, Roadway Improvement Cost: $82,000, Total Project Cost: $1,223,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 390057, Location: 4.5 MI W OF ST MARYS (Lat: 30.761322, Lng: -81.604894), Route carried "on" structure: City street 532, Year Built: 1985, Status: Open, Structure Length: 5.00m (16.40ft), 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: SR40 ST MARYS-KINGSLAND, Facility Carried by Structure: ST. MARYS RD (EBL)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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: $816,000, Roadway Improvement Cost: $82,000, Total Project Cost: $1,223,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 390058, Location: 4.5 MI W OF ST MARYS (Lat: 30.761428, Lng: -81.605156), Route carried "on" structure: City street 6052, Year Built: 1985, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 12,430 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 18,645 (year 2030), Design Load: HS 20+Mod, Features Intersected: SR40 ST MARYS-KINGSLAND, Facility Carried by Structure: ST. MARYS RD (WBL)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.8 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, 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: $816,000, Roadway Improvement Cost: $82,000, Total Project Cost: $1,223,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 390058, Location: 4.5 MI W OF ST MARYS (Lat: 30.761428, Lng: -81.605156), Route carried "on" structure: City street 6052, Year Built: 1985, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 12,430 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 18,645 (year 2030), Design Load: HS 20+Mod, Features Intersected: SR40 ST MARYS-KINGSLAND, Facility Carried by Structure: ST. MARYS RD (WBL)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.8 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, 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: $816,000, Roadway Improvement Cost: $82,000, Total Project Cost: $1,223,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 395028, Location: 6 MI W OF ST MARY'S (Lat: 30.756578, Lng: -81.620128), Route carried "on" structure: City street 532, Year Built: 1950, Year Reconstructed: 1985, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 11,020 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 16,530 (year 2032), Design Load: H 15, Features Intersected: MILLERS CREEK, Facility Carried by Structure: ST. MARYS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 19 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $217,000, Roadway Improvement Cost: $22,000, Total Project Cost: $326,000
Structure Number: 395028, Location: 6 MI W OF ST MARY'S (Lat: 30.756578, Lng: -81.620128), Route carried "on" structure: City street 532, Year Built: 1950, Year Reconstructed: 1985, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 11,020 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 16,530 (year 2032), Design Load: H 15, Features Intersected: MILLERS CREEK, Facility Carried by Structure: ST. MARYS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 19 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $217,000, Roadway Improvement Cost: $22,000, Total Project Cost: $326,000
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Structure Number: 395029, Location: 10 MI N OF ST MARYS (Lat: 30.844539, Lng: -81.561250), Route carried "on" structure: County highway 116, Year Built: 1982, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 470 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 705 (year 2032), Design Load: HS 20, Features Intersected: CROOKED RIVER TRIB., Facility Carried by Structure: MUSH BLUFF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 37.1 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $16,000, Total Project Cost: $234,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 395029, Location: 10 MI N OF ST MARYS (Lat: 30.844539, Lng: -81.561250), Route carried "on" structure: County highway 116, Year Built: 1982, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 470 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 705 (year 2032), Design Load: HS 20, Features Intersected: CROOKED RIVER TRIB., Facility Carried by Structure: MUSH BLUFF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 37.1 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $16,000, Total Project Cost: $234,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 395039, Location: CITY LIMIT OF ST MARYS (Lat: 30.739950, Lng: -81.561158), Route carried "on" structure: City street 426, Year Built: 1991, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 600 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2032), Design Load: H 15, Features Intersected: BORRELLS CREEK, Facility Carried by Structure: BORRELL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 31.7 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: Meets minimum limits, 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: 20.0 - 29.9% below), 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, Deck Structure Type: Concrete Precast Panels
Structure Number: 395039, Location: CITY LIMIT OF ST MARYS (Lat: 30.739950, Lng: -81.561158), Route carried "on" structure: City street 426, Year Built: 1991, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 600 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2032), Design Load: H 15, Features Intersected: BORRELLS CREEK, Facility Carried by Structure: BORRELL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 31.7 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: Meets minimum limits, 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: 20.0 - 29.9% below), 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, Deck Structure Type: Concrete Precast Panels
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Structure Number: 395041, Location: 4.5 MI W OF ST MARY'S (Lat: 30.760189, Lng: -81.605758), Route carried "on" structure: City street 6052, Year Built: 1986, Status: Open, Structure Length: 4.57m (14.99ft), 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: ST. MARYS RAILROAD, Facility Carried by Structure: ST. MARYS RD (EBL)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $586,000, Roadway Improvement Cost: $59,000, Total Project Cost: $879,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 395041, Location: 4.5 MI W OF ST MARY'S (Lat: 30.760189, Lng: -81.605758), Route carried "on" structure: City street 6052, Year Built: 1986, Status: Open, Structure Length: 4.57m (14.99ft), 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: ST. MARYS RAILROAD, Facility Carried by Structure: ST. MARYS RD (EBL)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $586,000, Roadway Improvement Cost: $59,000, Total Project Cost: $879,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 395042, Location: 4.5 MI W OF ST MARY'S (Lat: 30.760289, Lng: -81.605950), Route carried "on" structure: City street 6052, Year Built: 1986, Status: Open, Structure Length: 4.57m (14.99ft), 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: ST. MARYS RAILROAD, Facility Carried by Structure: ST. MARYS RD (WBL)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 3, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $746,000, Roadway Improvement Cost: $75,000, Total Project Cost: $1,119,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 395042, Location: 4.5 MI W OF ST MARY'S (Lat: 30.760289, Lng: -81.605950), Route carried "on" structure: City street 6052, Year Built: 1986, Status: Open, Structure Length: 4.57m (14.99ft), 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: ST. MARYS RAILROAD, Facility Carried by Structure: ST. MARYS RD (WBL)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 3, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $746,000, Roadway Improvement Cost: $75,000, Total Project Cost: $1,119,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 395043, Location: ST MARYS - NE SECTION (Lat: 30.780239, Lng: -81.583039), Route carried "on" structure: City street 570, Year Built: 1987, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 2,020 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,030 (year 2032), Design Load: HS 20, Features Intersected: DARK ENTRY CREEK TRIB., Facility Carried by Structure: SUGAR MILL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 52.6 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $164,000, Roadway Improvement Cost: $16,000, Total Project Cost: $246,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 395043, Location: ST MARYS - NE SECTION (Lat: 30.780239, Lng: -81.583039), Route carried "on" structure: City street 570, Year Built: 1987, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 2,020 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,030 (year 2032), Design Load: HS 20, Features Intersected: DARK ENTRY CREEK TRIB., Facility Carried by Structure: SUGAR MILL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 52.6 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $164,000, Roadway Improvement Cost: $16,000, Total Project Cost: $246,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 395044, Location: ST MARYS - NE SECTION (Lat: 30.769158, Lng: -81.583589), Route carried "on" structure: City street 570, Year Built: 1987, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 2,300 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,450 (year 2032), Design Load: HS 20, Features Intersected: SCHOOLHOUSE CREEK O/F, Facility Carried by Structure: SUGAR MILL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $18,000, Total Project Cost: $264,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 395044, Location: ST MARYS - NE SECTION (Lat: 30.769158, Lng: -81.583589), Route carried "on" structure: City street 570, Year Built: 1987, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 2,300 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,450 (year 2032), Design Load: HS 20, Features Intersected: SCHOOLHOUSE CREEK O/F, Facility Carried by Structure: SUGAR MILL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $18,000, Total Project Cost: $264,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 395045, Location: ST MARYS - NE SECTION (Lat: 30.768978, Lng: -81.583769), Route carried "on" structure: City street 570, Year Built: 1987, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 2,300 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,450 (year 2032), Design Load: HS 20, Features Intersected: SCHOOLHOUSE CREEK, Facility Carried by Structure: SUGAR MILL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $219,000, Roadway Improvement Cost: $22,000, Total Project Cost: $328,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 395045, Location: ST MARYS - NE SECTION (Lat: 30.768978, Lng: -81.583769), Route carried "on" structure: City street 570, Year Built: 1987, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 2,300 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,450 (year 2032), Design Load: HS 20, Features Intersected: SCHOOLHOUSE CREEK, Facility Carried by Structure: SUGAR MILL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $219,000, Roadway Improvement Cost: $22,000, Total Project Cost: $328,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 395046, Location: ST MARYS - NE SECTION (Lat: 30.774228, Lng: -81.580769), Route carried "on" structure: City street 574, Year Built: 1987, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,610 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,415 (year 2032), Design Load: HS 20, Features Intersected: DARK ENTRY CREEK TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.0m, Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $193,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 395046, Location: ST MARYS - NE SECTION (Lat: 30.774228, Lng: -81.580769), Route carried "on" structure: City street 574, Year Built: 1987, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,610 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,415 (year 2032), Design Load: HS 20, Features Intersected: DARK ENTRY CREEK TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.0m, Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $193,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 395051, Location: 5 MI NE OF ST MARYS (Lat: 30.760008, Lng: -81.525139), Route carried "on" structure: County highway 75, Year Built: 2002, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 2,120 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,180 (year 2032), Design Load: HS 20+Mod, Features Intersected: NORTH RIVER, Facility Carried by Structure: N RIVER CAUSWAY DR
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: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $1,016,000, Roadway Improvement Cost: $102,000, Total Project Cost: $1,524,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 395051, Location: 5 MI NE OF ST MARYS (Lat: 30.760008, Lng: -81.525139), Route carried "on" structure: County highway 75, Year Built: 2002, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 2,120 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,180 (year 2032), Design Load: HS 20+Mod, Features Intersected: NORTH RIVER, Facility Carried by Structure: N RIVER CAUSWAY DR
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: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $1,016,000, Roadway Improvement Cost: $102,000, Total Project Cost: $1,524,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 399002, Location: I-95 / ST. MARY'S RIVER (Lat: 30.743611, Lng: -81.654444), Route carried "on" structure: Interstate 95, Year Built: 1971, Year Reconstructed: 1998, Status: Open, Structure Length: 38.10m (125.00ft), Average Daily Traffic: 61,170 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 106,130 (year 2042), Design Load: HS 20+Mod, Features Intersected: ST. MARY'S RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.294, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Navigation Control: Yes ( Vertical Clearance: 0.3m (1.0ft), Horizontal Clearance: 0.3m (1.0ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 9, Length of Maximum Span: 46.9m (153.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 23 months, Other Special Inspection Frequency: Every 4 months, Inspection Date: May 2020, Underwater Inspection Date: May 2020, Other Special Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 399002, Location: I-95 / ST. MARY'S RIVER (Lat: 30.743611, Lng: -81.654444), Route carried "on" structure: Interstate 95, Year Built: 1971, Year Reconstructed: 1998, Status: Open, Structure Length: 38.10m (125.00ft), Average Daily Traffic: 61,170 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 106,130 (year 2042), Design Load: HS 20+Mod, Features Intersected: ST. MARY'S RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.294, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Navigation Control: Yes ( Vertical Clearance: 0.3m (1.0ft), Horizontal Clearance: 0.3m (1.0ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 9, Length of Maximum Span: 46.9m (153.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 23 months, Other Special Inspection Frequency: Every 4 months, Inspection Date: May 2020, Underwater Inspection Date: May 2020, Other Special Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 390057, Location: 4.5 MI W OF ST MARYS (Lat: 30.761322, Lng: -81.604894), Route carried "under" structure: State highway 40, Structure Length: 0. m, Average Daily Traffic: 17,600 (year 1998), Truck Traffic: 1%, Features Intersected: ST. MARYS RD (EBL), Facility Carried by Structure: ST. MARYS RD (EBL)
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 30.578, Lanes on structure: 3, Length of Maximum Span: 0.0m
Structure Number: 390057, Location: 4.5 MI W OF ST MARYS (Lat: 30.761322, Lng: -81.604894), Route carried "under" structure: State highway 40, Structure Length: 0. m, Average Daily Traffic: 17,600 (year 1998), Truck Traffic: 1%, Features Intersected: ST. MARYS RD (EBL), Facility Carried by Structure: ST. MARYS RD (EBL)
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 30.578, Lanes on structure: 3, Length of Maximum Span: 0.0m
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Structure Number: 390058, Location: 4.5 MI W OF ST MARYS (Lat: 30.761428, Lng: -81.605156), Route carried "under" structure: State highway 40, Structure Length: 0. m, Average Daily Traffic: 9,850 (year 1998), Truck Traffic: 1%, Features Intersected: ST. MARYS RD (WBL), Facility Carried by Structure: ST. MARYS RD (WBL)
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 30.578, Lanes on structure: 3, Length of Maximum Span: 0.0m
Structure Number: 390058, Location: 4.5 MI W OF ST MARYS (Lat: 30.761428, Lng: -81.605156), Route carried "under" structure: State highway 40, Structure Length: 0. m, Average Daily Traffic: 9,850 (year 1998), Truck Traffic: 1%, Features Intersected: ST. MARYS RD (WBL), Facility Carried by Structure: ST. MARYS RD (WBL)
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 30.578, Lanes on structure: 3, Length of Maximum Span: 0.0m