Bridge Statistics for Franklin Springs, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 161ft / 48.9mTotal length
- $7,833,000Total costs
- 27,850Total average daily traffic
- 652Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Franklin Springs
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 41960-1969
- 11970-1979
- 11980-1989
- 21990-1999
- 32000-2009
- Bridge Condition - Superstructure
- 16.7%Very good
- 66.7%Good
- 16.7%Satisfactory
- Bridge Condition - Substructure
- 66.7%Good
- 33.3%Satisfactory
- Bridge Condition - Channel
- 33.3%Very good
- 16.7%Good
- 25.0%Satisfactory
- 25.0%Fair
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Structure Number: 1190001, Location: 3 MI SW FRANKLIN SPRINGS (Lat: 34.247228, Lng: -83.173169), Route carried "on" structure: US 29, Year Built: 1931, Year Reconstructed: 1982, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 3,560 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 5,340 (year 2031), Design Load: H 15, Features Intersected: BROAD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: October 2019, Bridge Improvement Cost: $1,032,000, Roadway Improvement Cost: $103,000, Total Project Cost: $1,547,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1190001, Location: 3 MI SW FRANKLIN SPRINGS (Lat: 34.247228, Lng: -83.173169), Route carried "on" structure: US 29, Year Built: 1931, Year Reconstructed: 1982, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 3,560 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 5,340 (year 2031), Design Load: H 15, Features Intersected: BROAD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: October 2019, Bridge Improvement Cost: $1,032,000, Roadway Improvement Cost: $103,000, Total Project Cost: $1,547,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1190007, Location: 5 MI SW OF CANON (Lat: 34.323119, Lng: -83.186328), Route carried "on" structure: State highway 51, Year Built: 1963, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 490 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2031), Design Load: H 15, Features Intersected: NORTH FORK BROAD RIVER, Facility Carried by Structure: STARRS BRIDGE RD
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: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $715,000, Roadway Improvement Cost: $72,000, Total Project Cost: $1,073,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1190007, Location: 5 MI SW OF CANON (Lat: 34.323119, Lng: -83.186328), Route carried "on" structure: State highway 51, Year Built: 1963, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 490 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2031), Design Load: H 15, Features Intersected: NORTH FORK BROAD RIVER, Facility Carried by Structure: STARRS BRIDGE RD
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: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $715,000, Roadway Improvement Cost: $72,000, Total Project Cost: $1,073,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 119003, Location: 1.1 MI NW FRANKLIN SPGS (Lat: 34.297628, Lng: -83.158119), Route carried "on" structure: State highway 327, Year Built: 1974, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,110 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,665 (year 2031), Design Load: HS 20+Mod, Features Intersected: RICE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft)
Condition: Channel: Very good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 119003, Location: 1.1 MI NW FRANKLIN SPGS (Lat: 34.297628, Lng: -83.158119), Route carried "on" structure: State highway 327, Year Built: 1974, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,110 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,665 (year 2031), Design Load: HS 20+Mod, Features Intersected: RICE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft)
Condition: Channel: Very good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 1195035, Location: 1.8 MI E OF FRANKLIN SPR. (Lat: 34.278858, Lng: -83.177619), Route carried "on" structure: County highway 171, Year Built: 1969, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 520 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 780 (year 2031), Design Load: HS 15, Features Intersected: BROAD RIVER, Facility Carried by Structure: BOND BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 38.1 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: October 2019, Bridge Improvement Cost: $750,000, Roadway Improvement Cost: $75,000, Total Project Cost: $1,125,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1195035, Location: 1.8 MI E OF FRANKLIN SPR. (Lat: 34.278858, Lng: -83.177619), Route carried "on" structure: County highway 171, Year Built: 1969, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 520 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 780 (year 2031), Design Load: HS 15, Features Intersected: BROAD RIVER, Facility Carried by Structure: BOND BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 38.1 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: October 2019, Bridge Improvement Cost: $750,000, Roadway Improvement Cost: $75,000, Total Project Cost: $1,125,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1195036, Location: 2 MI SW OF FRANKLIN SPRS. (Lat: 34.274758, Lng: -83.180897), Route carried "on" structure: County highway 171, Year Built: 1969, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 520 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 780 (year 2031), Design Load: H 15, Features Intersected: BROAD RIVER TRIB, Facility Carried by Structure: BOND BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
Structure Number: 1195036, Location: 2 MI SW OF FRANKLIN SPRS. (Lat: 34.274758, Lng: -83.180897), Route carried "on" structure: County highway 171, Year Built: 1969, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 520 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 780 (year 2031), Design Load: H 15, Features Intersected: BROAD RIVER TRIB, Facility Carried by Structure: BOND BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
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Structure Number: 1195069, Location: 1.3 MI N OF FRANKLIN SPR. (Lat: 34.302239, Lng: -83.151028), Route carried "on" structure: County highway 299, Year Built: 1963, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: H 15, Features Intersected: RICE CREEK, Facility Carried by Structure: DAWKINS 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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, 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: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 1195069, Location: 1.3 MI N OF FRANKLIN SPR. (Lat: 34.302239, Lng: -83.151028), Route carried "on" structure: County highway 299, Year Built: 1963, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: H 15, Features Intersected: RICE CREEK, Facility Carried by Structure: DAWKINS 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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, 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: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 1195082, Location: 2 MI S OF FRANKLIN SPRING (Lat: 34.255078, Lng: -83.167678), Route carried "on" structure: County highway 2, Year Built: 1990, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 260 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 390 (year 2031), Design Load: HS 20+Mod, Features Intersected: BROAD RIVER TRIB, Facility Carried by Structure: DOVEHILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: October 2019, Bridge Improvement Cost: $98,000, Roadway Improvement Cost: $10,000, Total Project Cost: $147,000
Structure Number: 1195082, Location: 2 MI S OF FRANKLIN SPRING (Lat: 34.255078, Lng: -83.167678), Route carried "on" structure: County highway 2, Year Built: 1990, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 260 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 390 (year 2031), Design Load: HS 20+Mod, Features Intersected: BROAD RIVER TRIB, Facility Carried by Structure: DOVEHILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: October 2019, Bridge Improvement Cost: $98,000, Roadway Improvement Cost: $10,000, Total Project Cost: $147,000
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Structure Number: 119509, Location: 4.5 MI. NW OF LAVONIA (Lat: 34.485519, Lng: -83.159608), Route carried "on" structure: County highway 119, Year Built: 1998, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 50 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 75 (year 2031), Design Load: H 15, Features Intersected: GUM LOG CREEK, Facility Carried by Structure: PRICE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 1, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $71,000, Roadway Improvement Cost: $7,000, Total Project Cost: $107,000
Structure Number: 119509, Location: 4.5 MI. NW OF LAVONIA (Lat: 34.485519, Lng: -83.159608), Route carried "on" structure: County highway 119, Year Built: 1998, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 50 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 75 (year 2031), Design Load: H 15, Features Intersected: GUM LOG CREEK, Facility Carried by Structure: PRICE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 1, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $71,000, Roadway Improvement Cost: $7,000, Total Project Cost: $107,000
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Structure Number: 1195097, Location: 1.6 MI NW FRANKLIN SPRING (Lat: 34.294589, Lng: -83.173050), Route carried "on" structure: County highway 18, Year Built: 2003, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 140 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 210 (year 2031), Design Load: HS 20+Mod, Features Intersected: RICE MILL CREEK, Facility Carried by Structure: RICE MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 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: 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 2020, Bridge Improvement Cost: $133,000, Roadway Improvement Cost: $13,000, Total Project Cost: $199,000
Structure Number: 1195097, Location: 1.6 MI NW FRANKLIN SPRING (Lat: 34.294589, Lng: -83.173050), Route carried "on" structure: County highway 18, Year Built: 2003, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 140 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 210 (year 2031), Design Load: HS 20+Mod, Features Intersected: RICE MILL CREEK, Facility Carried by Structure: RICE MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 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: 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 2020, Bridge Improvement Cost: $133,000, Roadway Improvement Cost: $13,000, Total Project Cost: $199,000
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Structure Number: 1195105, Location: 1.7 MI W FRANKLIN SPRINGS (Lat: 34.290758, Lng: -83.176678), Route carried "on" structure: State highway 145, Year Built: 2008, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 5,080 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 7,620 (year 2031), Design Load: HS 20+Mod, Features Intersected: NORTH FORK BROAD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, 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: 1195105, Location: 1.7 MI W FRANKLIN SPRINGS (Lat: 34.290758, Lng: -83.176678), Route carried "on" structure: State highway 145, Year Built: 2008, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 5,080 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 7,620 (year 2031), Design Load: HS 20+Mod, Features Intersected: NORTH FORK BROAD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, 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: 1195106, Location: 2,1 MI W FRANKLIN SPRINGS (Lat: 34.292397, Lng: -83.180811), Route carried "on" structure: State highway 51, Year Built: 2008, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 2,380 (year 2011), Truck Traffic: 17%, Average Future Daily Traffic: 3,570 (year 2031), Design Load: HS 20+Mod, Features Intersected: MIDDLE FORK BROAD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.140, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 61.6 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,074,000, Roadway Improvement Cost: $107,000, Total Project Cost: $1,612,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1195106, Location: 2,1 MI W FRANKLIN SPRINGS (Lat: 34.292397, Lng: -83.180811), Route carried "on" structure: State highway 51, Year Built: 2008, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 2,380 (year 2011), Truck Traffic: 17%, Average Future Daily Traffic: 3,570 (year 2031), Design Load: HS 20+Mod, Features Intersected: MIDDLE FORK BROAD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.140, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 61.6 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,074,000, Roadway Improvement Cost: $107,000, Total Project Cost: $1,612,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1950008, Location: 8.8 MI N OF DANIELSVILLE (Lat: 34.239819, Lng: -83.179089), Route carried "on" structure: US 29, Year Built: 1931, Year Reconstructed: 1983, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 3,760 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 5,640 (year 2032), Design Load: H 15, Features Intersected: HUDSON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.968, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1950008, Location: 8.8 MI N OF DANIELSVILLE (Lat: 34.239819, Lng: -83.179089), Route carried "on" structure: US 29, Year Built: 1931, Year Reconstructed: 1983, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 3,760 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 5,640 (year 2032), Design Load: H 15, Features Intersected: HUDSON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.968, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1955004, Location: 12 MI N OF COMER (Lat: 34.240539, Lng: -83.156350), Route carried "on" structure: County highway 26, Year Built: 1986, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: HANNAH CREEK, Facility Carried by Structure: HANNAH CR CH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 1955004, Location: 12 MI N OF COMER (Lat: 34.240539, Lng: -83.156350), Route carried "on" structure: County highway 26, Year Built: 1986, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: HANNAH CREEK, Facility Carried by Structure: HANNAH CR CH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 1195091, Location: IN FRANKLIN SPRINGS (Lat: 34.284019, Lng: -83.147739), Route carried "under" structure: US 29, Structure Length: 0. m, Average Daily Traffic: 8,890 (year 2011), Truck Traffic: 1%, Features Intersected: US 29, SR 8, Facility Carried by Structure: PEDESTRIAN BRIDGE
Minimum Vertical Clearance: 5.58m (18.31ft), Kilometerpoint: 6.437, Length of Maximum Span: 0.0m
Structure Number: 1195091, Location: IN FRANKLIN SPRINGS (Lat: 34.284019, Lng: -83.147739), Route carried "under" structure: US 29, Structure Length: 0. m, Average Daily Traffic: 8,890 (year 2011), Truck Traffic: 1%, Features Intersected: US 29, SR 8, Facility Carried by Structure: PEDESTRIAN BRIDGE
Minimum Vertical Clearance: 5.58m (18.31ft), Kilometerpoint: 6.437, Length of Maximum Span: 0.0m