Bridge Statistics for Swainsboro, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 26Number of bridges
- 213ft / 65.2mTotal length
- $13,642,000Total costs
- 53,780Total average daily traffic
- 5,061Total average daily truck traffic
- 80,670Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Swainsboro
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21930-1939
- 51940-1949
- 31950-1959
- 11960-1969
- 11970-1979
- 61980-1989
- 21990-1999
- 52000-2009
- Bridge Condition - Deck
- 87.5%Good
- 12.5%Poor
- Bridge Condition - Superstructure
- 12.5%Very good
- 62.5%Good
- 12.5%Satisfactory
- 12.5%Poor
- Bridge Condition - Substructure
- 75.0%Good
- 12.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Channel
- 30.4%Very good
- 65.2%Good
- 4.3%Satisfactory
- Bridge Condition - Culverts
- 88.9%Good
- 11.1%Satisfactory
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Structure Number: 107001, Location: 1 MI N OF GARFIELD (Lat: 32.666478, Lng: -82.094378), Route carried "on" structure: State highway 23, Year Built: 1937, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 1,180 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,770 (year 2032), Design Load: H 15, Features Intersected: OPEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.312, 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: 6, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.68m (25.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $16,000, Total Project Cost: $240,000
Structure Number: 107001, Location: 1 MI N OF GARFIELD (Lat: 32.666478, Lng: -82.094378), Route carried "on" structure: State highway 23, Year Built: 1937, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 1,180 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,770 (year 2032), Design Load: H 15, Features Intersected: OPEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.312, 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: 6, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.68m (25.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $16,000, Total Project Cost: $240,000
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Structure Number: 1070015, Location: 3.1 MI SW OF SWAINSBORO (Lat: 32.582728, Lng: -82.382697), Route carried "on" structure: US 80, Year Built: 1932, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 3,210 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 4,815 (year 2032), Design Load: H 15, Features Intersected: WEST FORK YAM GRANDY CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.855, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), 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: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 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: September 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 1070015, Location: 3.1 MI SW OF SWAINSBORO (Lat: 32.582728, Lng: -82.382697), Route carried "on" structure: US 80, Year Built: 1932, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 3,210 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 4,815 (year 2032), Design Load: H 15, Features Intersected: WEST FORK YAM GRANDY CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.855, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), 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: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 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: September 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 1070017, Location: E CTY LMTS OF SWAINSBORO (Lat: 32.603878, Lng: -82.312408), Route carried "on" structure: US 80, Year Built: 1980, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 6,610 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 9,915 (year 2032), Design Load: HS 20+Mod, Features Intersected: ROCK CREEK TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.359, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $154,000, Roadway Improvement Cost: $15,000, Total Project Cost: $231,000
Structure Number: 1070017, Location: E CTY LMTS OF SWAINSBORO (Lat: 32.603878, Lng: -82.312408), Route carried "on" structure: US 80, Year Built: 1980, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 6,610 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 9,915 (year 2032), Design Load: HS 20+Mod, Features Intersected: ROCK CREEK TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.359, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $154,000, Roadway Improvement Cost: $15,000, Total Project Cost: $231,000
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Structure Number: 1070018, Location: 1.6 MI NE OF SWAINSBORO (Lat: 32.605678, Lng: -82.308739), Route carried "on" structure: US 80, Year Built: 1986, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 4,640 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 6,960 (year 2032), Design Load: HS 20+Mod, Features Intersected: ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.359, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $179,000, Roadway Improvement Cost: $18,000, Total Project Cost: $269,000
Structure Number: 1070018, Location: 1.6 MI NE OF SWAINSBORO (Lat: 32.605678, Lng: -82.308739), Route carried "on" structure: US 80, Year Built: 1986, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 4,640 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 6,960 (year 2032), Design Load: HS 20+Mod, Features Intersected: ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.359, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $179,000, Roadway Improvement Cost: $18,000, Total Project Cost: $269,000
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Structure Number: 1070019, Location: 4.6 MI E OF SWAINSBORO (Lat: 32.605408, Lng: -82.257489), Route carried "on" structure: US 80, Year Built: 1986, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 2,040 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,060 (year 2032), Design Load: HS 20+Mod, Features Intersected: CANOOCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.796, 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: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 85.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: September 2021, Bridge Improvement Cost: $211,000, Roadway Improvement Cost: $21,000, Total Project Cost: $316,000
Structure Number: 1070019, Location: 4.6 MI E OF SWAINSBORO (Lat: 32.605408, Lng: -82.257489), Route carried "on" structure: US 80, Year Built: 1986, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 2,040 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,060 (year 2032), Design Load: HS 20+Mod, Features Intersected: CANOOCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.796, 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: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 85.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: September 2021, Bridge Improvement Cost: $211,000, Roadway Improvement Cost: $21,000, Total Project Cost: $316,000
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Structure Number: 1070031, Location: 4.2 MI SW OF SWAINSBORO (Lat: 32.547769, Lng: -82.376350), Route carried "on" structure: State highway 56, Year Built: 1974, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,540 (year 2012), Truck Traffic: 18%, Average Future Daily Traffic: 2,310 (year 2032), Design Load: HS 20+Mod, Features Intersected: YAM GRANDY CREEK
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), 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: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 1070031, Location: 4.2 MI SW OF SWAINSBORO (Lat: 32.547769, Lng: -82.376350), Route carried "on" structure: State highway 56, Year Built: 1974, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,540 (year 2012), Truck Traffic: 18%, Average Future Daily Traffic: 2,310 (year 2032), Design Load: HS 20+Mod, Features Intersected: YAM GRANDY CREEK
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), 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: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 1070032, Location: 2.1 MI NE OF SWAINSBORO (Lat: 32.625489, Lng: -82.318047), Route carried "on" structure: State highway 56, Year Built: 1940, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 2,730 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 4,095 (year 2032), Design Load: H 15, Features Intersected: HUGHES PRONG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.531, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $16,000, Total Project Cost: $234,000
Structure Number: 1070032, Location: 2.1 MI NE OF SWAINSBORO (Lat: 32.625489, Lng: -82.318047), Route carried "on" structure: State highway 56, Year Built: 1940, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 2,730 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 4,095 (year 2032), Design Load: H 15, Features Intersected: HUGHES PRONG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.531, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $16,000, Total Project Cost: $234,000
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Structure Number: 1070041, Location: 11.1 MI NW OF SWAINSBORO (Lat: 32.688558, Lng: -82.490308), Route carried "on" structure: State highway 57, Year Built: 1941, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,410 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,115 (year 2032), Design Load: H 15, Features Intersected: MAGRUDA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), 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: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 1070041, Location: 11.1 MI NW OF SWAINSBORO (Lat: 32.688558, Lng: -82.490308), Route carried "on" structure: State highway 57, Year Built: 1941, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,410 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,115 (year 2032), Design Load: H 15, Features Intersected: MAGRUDA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), 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: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 1070046, Location: 5 MI NW OF SWAINSBORO (Lat: 32.640439, Lng: -82.400778), Route carried "on" structure: State highway 57, Year Built: 1941, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,830 (year 2012), Truck Traffic: 12%, Average Future Daily Traffic: 2,745 (year 2032), Design Load: H 15, Features Intersected: ROCKY CREEK
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: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
Structure Number: 1070046, Location: 5 MI NW OF SWAINSBORO (Lat: 32.640439, Lng: -82.400778), Route carried "on" structure: State highway 57, Year Built: 1941, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,830 (year 2012), Truck Traffic: 12%, Average Future Daily Traffic: 2,745 (year 2032), Design Load: H 15, Features Intersected: ROCKY CREEK
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: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
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Structure Number: 1070047, Location: 3.2 MI NW OF SWAINSBORO (Lat: 32.622450, Lng: -82.378889), Route carried "on" structure: State highway 57, Year Built: 1941, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,830 (year 2012), Truck Traffic: 12%, Average Future Daily Traffic: 2,745 (year 2032), Design Load: H 15, Features Intersected: WEST FORK YAM GRANDY CRK
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: 8.2m (26.9ft), 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: 54.4 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: September 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 1070047, Location: 3.2 MI NW OF SWAINSBORO (Lat: 32.622450, Lng: -82.378889), Route carried "on" structure: State highway 57, Year Built: 1941, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,830 (year 2012), Truck Traffic: 12%, Average Future Daily Traffic: 2,745 (year 2032), Design Load: H 15, Features Intersected: WEST FORK YAM GRANDY CRK
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: 8.2m (26.9ft), 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: 54.4 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: September 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 1070048, Location: 1 MILE WEST OF SWAINSBORO (Lat: 32.597128, Lng: -82.350847), Route carried "on" structure: City street 621, Year Built: 1941, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,060 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 6,090 (year 2032), Design Load: H 15, Features Intersected: EAST FORK YAM GRANDY CRK, Facility Carried by Structure: CS 101023 KITE ROA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 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: September 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
Structure Number: 1070048, Location: 1 MILE WEST OF SWAINSBORO (Lat: 32.597128, Lng: -82.350847), Route carried "on" structure: City street 621, Year Built: 1941, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,060 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 6,090 (year 2032), Design Load: H 15, Features Intersected: EAST FORK YAM GRANDY CRK, Facility Carried by Structure: CS 101023 KITE ROA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 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: September 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
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Structure Number: 1070079, Location: 1.7 MI NE OF SWAINSBORO (Lat: 32.614258, Lng: -82.312700), Route carried "on" structure: County highway 1115, Year Built: 1980, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,010 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,515 (year 2032), Design Load: HS 20+Mod, Features Intersected: HUGHES PRONG CREEK, Facility Carried by Structure: CANOOCHEE 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: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
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: October 2021, Bridge Improvement Cost: $137,000, Roadway Improvement Cost: $14,000, Total Project Cost: $205,000
Structure Number: 1070079, Location: 1.7 MI NE OF SWAINSBORO (Lat: 32.614258, Lng: -82.312700), Route carried "on" structure: County highway 1115, Year Built: 1980, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,010 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,515 (year 2032), Design Load: HS 20+Mod, Features Intersected: HUGHES PRONG CREEK, Facility Carried by Structure: CANOOCHEE 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: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
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: October 2021, Bridge Improvement Cost: $137,000, Roadway Improvement Cost: $14,000, Total Project Cost: $205,000
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Structure Number: 1070084, Location: 4.6 MI S OF SWAINSBORO (Lat: 32.531300, Lng: -82.344128), Route carried "on" structure: County highway 2945, Year Built: 1956, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 920 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,380 (year 2032), Design Load: H 15, Features Intersected: YAM GRANDY CREEK TRIB., Facility Carried by Structure: OLD NUNES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: September 2021, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
Structure Number: 1070084, Location: 4.6 MI S OF SWAINSBORO (Lat: 32.531300, Lng: -82.344128), Route carried "on" structure: County highway 2945, Year Built: 1956, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 920 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,380 (year 2032), Design Load: H 15, Features Intersected: YAM GRANDY CREEK TRIB., Facility Carried by Structure: OLD NUNES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: September 2021, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
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Structure Number: 1070086, Location: 2.3 MI N OF SWAINSBORO (Lat: 32.629008, Lng: -82.326661), Route carried "on" structure: County highway 1746, Year Built: 1956, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 770 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,155 (year 2032), Design Load: H 15, Features Intersected: HUGHES PRONG CREEK, Facility Carried by Structure: MODOC 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: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
Structure Number: 1070086, Location: 2.3 MI N OF SWAINSBORO (Lat: 32.629008, Lng: -82.326661), Route carried "on" structure: County highway 1746, Year Built: 1956, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 770 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,155 (year 2032), Design Load: H 15, Features Intersected: HUGHES PRONG CREEK, Facility Carried by Structure: MODOC 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: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
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Structure Number: 1070087, Location: 4.4 MI NE OF SWAINSBORO (Lat: 32.571108, Lng: -82.267258), Route carried "on" structure: County highway 1853, Year Built: 1958, Status: Posted for load, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 2,280 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 3,420 (year 2032), Design Load: H 15, Features Intersected: CANOOCHEE CREEK, Facility Carried by Structure: LAMBS BRIDGE 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: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, 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: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 47.55m (156.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $938,000, Roadway Improvement Cost: $94,000, Total Project Cost: $1,407,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1070087, Location: 4.4 MI NE OF SWAINSBORO (Lat: 32.571108, Lng: -82.267258), Route carried "on" structure: County highway 1853, Year Built: 1958, Status: Posted for load, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 2,280 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 3,420 (year 2032), Design Load: H 15, Features Intersected: CANOOCHEE CREEK, Facility Carried by Structure: LAMBS BRIDGE 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: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, 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: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 47.55m (156.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $938,000, Roadway Improvement Cost: $94,000, Total Project Cost: $1,407,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1070095, Location: 0.6 MI N OF MODOC (Lat: 32.664928, Lng: -82.307628), Route carried "on" structure: State highway 56, Year Built: 1994, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 2,300 (year 2012), Truck Traffic: 16%, Average Future Daily Traffic: 3,450 (year 2032), Design Load: HS 20+Mod, Features Intersected: S PRONG CANOOCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.359, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $313,000, Roadway Improvement Cost: $31,000, Total Project Cost: $469,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1070095, Location: 0.6 MI N OF MODOC (Lat: 32.664928, Lng: -82.307628), Route carried "on" structure: State highway 56, Year Built: 1994, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 2,300 (year 2012), Truck Traffic: 16%, Average Future Daily Traffic: 3,450 (year 2032), Design Load: HS 20+Mod, Features Intersected: S PRONG CANOOCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.359, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $313,000, Roadway Improvement Cost: $31,000, Total Project Cost: $469,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1075018, Location: 1.1 MI NW OF MODOC (Lat: 32.661139, Lng: -82.325478), Route carried "on" structure: County highway 67, Year Built: 1980, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: S PRONG CANOOCHEE CREEK, Facility Carried by Structure: EHRLICH FARM 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: 6.1m (20.0ft), Skew: 3 degrees, 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: 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $117,000, Roadway Improvement Cost: $12,000, Total Project Cost: $176,000
Structure Number: 1075018, Location: 1.1 MI NW OF MODOC (Lat: 32.661139, Lng: -82.325478), Route carried "on" structure: County highway 67, Year Built: 1980, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: S PRONG CANOOCHEE CREEK, Facility Carried by Structure: EHRLICH FARM 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: 6.1m (20.0ft), Skew: 3 degrees, 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: 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $117,000, Roadway Improvement Cost: $12,000, Total Project Cost: $176,000
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Structure Number: 1075058, Location: 3 MI W OF SWAINSBORO (Lat: 32.580389, Lng: -82.382300), Route carried "on" structure: County highway 160, Year Built: 1920, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 120 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 180 (year 2032), Design Load: H 10, Features Intersected: WEST FORK YAM GRANDY CR, Facility Carried by Structure: HALLS BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.921, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 9.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 41.64m (136.61ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: June 2018, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $18,000, Total Project Cost: $270,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1075058, Location: 3 MI W OF SWAINSBORO (Lat: 32.580389, Lng: -82.382300), Route carried "on" structure: County highway 160, Year Built: 1920, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 120 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 180 (year 2032), Design Load: H 10, Features Intersected: WEST FORK YAM GRANDY CR, Facility Carried by Structure: HALLS BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.921, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 9.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 41.64m (136.61ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: June 2018, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $18,000, Total Project Cost: $270,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1075121, Location: 6 MI W OF SWAINSBORO (Lat: 32.606689, Lng: -82.431019), Route carried "on" structure: County highway 456, Year Built: 1994, Status: Open, Structure Length: 14.63m (48.00ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: LITTLE OHOOPEE RIVER, Facility Carried by Structure: OLD MCLEOD BRIDGE
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: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 87.0 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: 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: September 2021, Underwater Inspection Date: June 2018, Bridge Improvement Cost: $1,875,000, Roadway Improvement Cost: $188,000, Total Project Cost: $2,813,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1075121, Location: 6 MI W OF SWAINSBORO (Lat: 32.606689, Lng: -82.431019), Route carried "on" structure: County highway 456, Year Built: 1994, Status: Open, Structure Length: 14.63m (48.00ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: LITTLE OHOOPEE RIVER, Facility Carried by Structure: OLD MCLEOD BRIDGE
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: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 87.0 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: 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: September 2021, Underwater Inspection Date: June 2018, Bridge Improvement Cost: $1,875,000, Roadway Improvement Cost: $188,000, Total Project Cost: $2,813,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1075126, Location: AT LAKE LUCK-SWAINSBORO (Lat: 32.603400, Lng: -82.311589), Route carried "on" structure: City street 472, Year Built: 1980, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 920 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,380 (year 2032), Design Load: HS 15, Features Intersected: ROCK CREEK TRIB., Facility Carried by Structure: FORTUNE LOOP STREE
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: 7.3m (24.0ft), 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: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 15.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, 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: > 39.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: November 2019, Bridge Improvement Cost: $234,000, Roadway Improvement Cost: $23,000, Total Project Cost: $352,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1075126, Location: AT LAKE LUCK-SWAINSBORO (Lat: 32.603400, Lng: -82.311589), Route carried "on" structure: City street 472, Year Built: 1980, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 920 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,380 (year 2032), Design Load: HS 15, Features Intersected: ROCK CREEK TRIB., Facility Carried by Structure: FORTUNE LOOP STREE
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: 7.3m (24.0ft), 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: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 15.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, 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: > 39.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2021, Underwater Inspection Date: November 2019, Bridge Improvement Cost: $234,000, Roadway Improvement Cost: $23,000, Total Project Cost: $352,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1075128, Location: 2.75 MI. S. OF SWAINSBORO (Lat: 32.554789, Lng: -82.339469), Route carried "on" structure: City street 4319, Year Built: 1969, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 830 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,245 (year 2032), Design Load: HS 20+Mod, Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,153,000, Roadway Improvement Cost: $115,000, Total Project Cost: $1,730,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1075128, Location: 2.75 MI. S. OF SWAINSBORO (Lat: 32.554789, Lng: -82.339469), Route carried "on" structure: City street 4319, Year Built: 1969, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 830 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,245 (year 2032), Design Load: HS 20+Mod, Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,153,000, Roadway Improvement Cost: $115,000, Total Project Cost: $1,730,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1075131, Location: 2.2 MI SW OF SWAINSB0RO (Lat: 32.586169, Lng: -82.368278), Route carried "on" structure: US 80, Year Built: 2004, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 3,210 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 4,815 (year 2032), Design Load: HS 20+Mod, Features Intersected: EAST FORK YAM GRANDY CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.531, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $258,000
Structure Number: 1075131, Location: 2.2 MI SW OF SWAINSB0RO (Lat: 32.586169, Lng: -82.368278), Route carried "on" structure: US 80, Year Built: 2004, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 3,210 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 4,815 (year 2032), Design Load: HS 20+Mod, Features Intersected: EAST FORK YAM GRANDY CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.531, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $258,000
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Structure Number: 1075132, Location: 2.5 MI S OF SWAINSBORO (Lat: 32.559100, Lng: -82.338444), Route carried "on" structure: Bypass US 1, Year Built: 2002, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 2,450 (year 2012), Truck Traffic: 34%, Average Future Daily Traffic: 3,675 (year 2032), Design Load: HS 20+Mod, Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.187, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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: October 2021, Bridge Improvement Cost: $832,000, Roadway Improvement Cost: $83,000, Total Project Cost: $1,248,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1075132, Location: 2.5 MI S OF SWAINSBORO (Lat: 32.559100, Lng: -82.338444), Route carried "on" structure: Bypass US 1, Year Built: 2002, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 2,450 (year 2012), Truck Traffic: 34%, Average Future Daily Traffic: 3,675 (year 2032), Design Load: HS 20+Mod, Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.187, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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: October 2021, Bridge Improvement Cost: $832,000, Roadway Improvement Cost: $83,000, Total Project Cost: $1,248,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1075133, Location: 2.5 MI S OF SWAINSBORO (Lat: 32.558869, Lng: -82.338519), Route carried "on" structure: Bypass US 1, Year Built: 2002, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 2,450 (year 2012), Truck Traffic: 34%, Average Future Daily Traffic: 3,675 (year 2032), Design Load: HS 20+Mod, Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.796, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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: October 2021, Bridge Improvement Cost: $832,000, Roadway Improvement Cost: $83,000, Total Project Cost: $1,248,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1075133, Location: 2.5 MI S OF SWAINSBORO (Lat: 32.558869, Lng: -82.338519), Route carried "on" structure: Bypass US 1, Year Built: 2002, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 2,450 (year 2012), Truck Traffic: 34%, Average Future Daily Traffic: 3,675 (year 2032), Design Load: HS 20+Mod, Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.796, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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: October 2021, Bridge Improvement Cost: $832,000, Roadway Improvement Cost: $83,000, Total Project Cost: $1,248,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1075134, Location: 2.5 MI S OF SWAINSBORO (Lat: 32.560569, Lng: -82.340175), Route carried "on" structure: Bypass US 1, Year Built: 2004, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 2,450 (year 2012), Truck Traffic: 34%, Average Future Daily Traffic: 3,675 (year 2032), Design Load: HS 20+Mod, Features Intersected: YAM GRANDY CREEK TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.796, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: 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: October 2021, Bridge Improvement Cost: $223,000, Roadway Improvement Cost: $22,000, Total Project Cost: $335,000
Structure Number: 1075134, Location: 2.5 MI S OF SWAINSBORO (Lat: 32.560569, Lng: -82.340175), Route carried "on" structure: Bypass US 1, Year Built: 2004, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 2,450 (year 2012), Truck Traffic: 34%, Average Future Daily Traffic: 3,675 (year 2032), Design Load: HS 20+Mod, Features Intersected: YAM GRANDY CREEK TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.796, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: 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: October 2021, Bridge Improvement Cost: $223,000, Roadway Improvement Cost: $22,000, Total Project Cost: $335,000
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Structure Number: 1075135, Location: 2.2 MI SW OF SWAINSBORO (Lat: 32.587828, Lng: -82.367019), Route carried "on" structure: Bypass US 1, Year Built: 2005, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,010 (year 2012), Truck Traffic: 36%, Average Future Daily Traffic: 3,015 (year 2032), Design Load: HS 20+Mod, Features Intersected: EAST FORK YAM GRANDY CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.015, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Inventory Rating: 72.5 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: October 2021, Bridge Improvement Cost: $359,000, Roadway Improvement Cost: $36,000, Total Project Cost: $539,000
Structure Number: 1075135, Location: 2.2 MI SW OF SWAINSBORO (Lat: 32.587828, Lng: -82.367019), Route carried "on" structure: Bypass US 1, Year Built: 2005, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,010 (year 2012), Truck Traffic: 36%, Average Future Daily Traffic: 3,015 (year 2032), Design Load: HS 20+Mod, Features Intersected: EAST FORK YAM GRANDY CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.015, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Inventory Rating: 72.5 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: October 2021, Bridge Improvement Cost: $359,000, Roadway Improvement Cost: $36,000, Total Project Cost: $539,000