Bridge Statistics for Sale City, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 62ft / 18.8mTotal length
- $3,621,000Total costs
- 7,452Total average daily traffic
- 401Total average daily truck traffic
- 11,178Total future (year 2031) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Sale City
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11940-1949
- 11950-1959
- 11970-1979
- 51980-1989
- 21990-1999
- Bridge Condition - Deck
- 50.0%Good
- 50.0%Satisfactory
- Bridge Condition - Superstructure
- 25.0%Very good
- 25.0%Good
- 50.0%Satisfactory
- Bridge Condition - Substructure
- 50.0%Good
- 50.0%Fair
- Bridge Condition - Channel
- 18.2%Very good
- 54.5%Good
- 18.2%Satisfactory
- 9.1%Fair
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Structure Number: 710085, Location: APP 7 MI W OF FUNSTON (Lat: 31.221561, Lng: -83.991175), Route carried "on" structure: State highway 37, Year Built: 1987, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,500 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,250 (year 2031), Design Load: HS 20+Mod, Features Intersected: SLOCUMB BRANCH
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: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Good, Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $195,000, Roadway Improvement Cost: $20,000, Total Project Cost: $293,000
Structure Number: 710085, Location: APP 7 MI W OF FUNSTON (Lat: 31.221561, Lng: -83.991175), Route carried "on" structure: State highway 37, Year Built: 1987, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,500 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,250 (year 2031), Design Load: HS 20+Mod, Features Intersected: SLOCUMB BRANCH
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: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Good, Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $195,000, Roadway Improvement Cost: $20,000, Total Project Cost: $293,000
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Structure Number: 710088, Location: APP 7.5 MI W OF FUNSTON (Lat: 31.221558, Lng: -83.993969), Route carried "on" structure: State highway 37, Year Built: 1988, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 1,500 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,250 (year 2031), Design Load: HS 20+Mod, Features Intersected: LITTLE OCHLOCKONEE RIVER
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 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: 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: December 2020, Underwater Inspection Date: March 2018, Bridge Improvement Cost: $766,000, Roadway Improvement Cost: $77,000, Total Project Cost: $1,149,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 710088, Location: APP 7.5 MI W OF FUNSTON (Lat: 31.221558, Lng: -83.993969), Route carried "on" structure: State highway 37, Year Built: 1988, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 1,500 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 2,250 (year 2031), Design Load: HS 20+Mod, Features Intersected: LITTLE OCHLOCKONEE RIVER
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 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: 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: December 2020, Underwater Inspection Date: March 2018, Bridge Improvement Cost: $766,000, Roadway Improvement Cost: $77,000, Total Project Cost: $1,149,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2050013, Location: 2.5 MILES SOUTH OF SALE (Lat: 31.235439, Lng: -84.047058), Route carried "on" structure: State highway 37, Year Built: 1923, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,340 (year 2011), Truck Traffic: 21%, Average Future Daily Traffic: 2,010 (year 2031), Design Load: H 15, Features Intersected: LOST CREEK
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: 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), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 41.24m (135.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $193,000
Structure Number: 2050013, Location: 2.5 MILES SOUTH OF SALE (Lat: 31.235439, Lng: -84.047058), Route carried "on" structure: State highway 37, Year Built: 1923, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,340 (year 2011), Truck Traffic: 21%, Average Future Daily Traffic: 2,010 (year 2031), Design Load: H 15, Features Intersected: LOST CREEK
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: 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), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 41.24m (135.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $193,000
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Structure Number: 2050026, Location: 1 MILES SOUTH OF SALE CIT (Lat: 31.244947, Lng: -84.027000), Route carried "on" structure: State highway 93, Year Built: 1943, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 540 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 810 (year 2031), Design Load: H 15, Features Intersected: SALLY'S BRANCH TRIB
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: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $193,000
Structure Number: 2050026, Location: 1 MILES SOUTH OF SALE CIT (Lat: 31.244947, Lng: -84.027000), Route carried "on" structure: State highway 93, Year Built: 1943, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 540 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 810 (year 2031), Design Load: H 15, Features Intersected: SALLY'S BRANCH TRIB
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: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $193,000
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Structure Number: 2050027, Location: 3.7 MI N OF SALE CITY (Lat: 31.312869, Lng: -84.020839), Route carried "on" structure: State highway 93, Year Built: 1953, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 660 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 990 (year 2031), Design Load: H 15, Features Intersected: RACCOON CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.015, 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: 4, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $18,000, Total Project Cost: $264,000
Structure Number: 2050027, Location: 3.7 MI N OF SALE CITY (Lat: 31.312869, Lng: -84.020839), Route carried "on" structure: State highway 93, Year Built: 1953, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 660 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 990 (year 2031), Design Load: H 15, Features Intersected: RACCOON CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.015, 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: 4, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $18,000, Total Project Cost: $264,000
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Structure Number: 2055015, Location: APP 4 MI N OF COTTON (Lat: 31.217428, Lng: -84.048058), Route carried "on" structure: County highway 105, Year Built: 1979, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 20+Mod, Features Intersected: LOST CREEK, Facility Carried by Structure: MT. ZION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, 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: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
Structure Number: 2055015, Location: APP 4 MI N OF COTTON (Lat: 31.217428, Lng: -84.048058), Route carried "on" structure: County highway 105, Year Built: 1979, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 20+Mod, Features Intersected: LOST CREEK, Facility Carried by Structure: MT. ZION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, 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: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
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Structure Number: 2055017, Location: APP 1 MI E OF SALE CITY (Lat: 31.259439, Lng: -84.005547), Route carried "on" structure: County highway 106, Year Built: 1989, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 20+Mod, Features Intersected: SALLY'S BRANCH, Facility Carried by Structure: EAST BROAD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present 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: September 2020, Bridge Improvement Cost: $164,000, Roadway Improvement Cost: $16,000, Total Project Cost: $246,000
Structure Number: 2055017, Location: APP 1 MI E OF SALE CITY (Lat: 31.259439, Lng: -84.005547), Route carried "on" structure: County highway 106, Year Built: 1989, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 20+Mod, Features Intersected: SALLY'S BRANCH, Facility Carried by Structure: EAST BROAD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present 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: September 2020, Bridge Improvement Cost: $164,000, Roadway Improvement Cost: $16,000, Total Project Cost: $246,000
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Structure Number: 205503, Location: APP 3 MI NNE OF COTTON (Lat: 31.206589, Lng: -84.043758), Route carried "on" structure: County highway 128, Year Built: 1992, Status: Posted for load, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 104 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 156 (year 2031), Design Load: H 15, Features Intersected: LOST CREEK, Facility Carried by Structure: LAKE PLEASANT CH R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $246,000, Roadway Improvement Cost: $25,000, Total Project Cost: $369,000, Deck Structure Type: Wood or Timber
Structure Number: 205503, Location: APP 3 MI NNE OF COTTON (Lat: 31.206589, Lng: -84.043758), Route carried "on" structure: County highway 128, Year Built: 1992, Status: Posted for load, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 104 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 156 (year 2031), Design Load: H 15, Features Intersected: LOST CREEK, Facility Carried by Structure: LAKE PLEASANT CH R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $246,000, Roadway Improvement Cost: $25,000, Total Project Cost: $369,000, Deck Structure Type: Wood or Timber
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Structure Number: 2055055, Location: APP 3.5 MI N OF SALE CITY (Lat: 31.312797, Lng: -84.013808), Route carried "on" structure: County highway 195, Year Built: 1986, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 104 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 156 (year 2031), Features Intersected: RACCOON CREEK TRIB, Facility Carried by Structure: COOL SPRINGS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 9.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 41.39m (135.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $16,000, Total Project Cost: $234,000, Deck Structure Type: Wood or Timber
Structure Number: 2055055, Location: APP 3.5 MI N OF SALE CITY (Lat: 31.312797, Lng: -84.013808), Route carried "on" structure: County highway 195, Year Built: 1986, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 104 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 156 (year 2031), Features Intersected: RACCOON CREEK TRIB, Facility Carried by Structure: COOL SPRINGS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 9.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 41.39m (135.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $16,000, Total Project Cost: $234,000, Deck Structure Type: Wood or Timber
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Structure Number: 2055065, Location: APP 1.5 M SE OF SALE CITY (Lat: 31.241758, Lng: -84.011519), Route carried "on" structure: County highway 225, Year Built: 1991, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 104 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 156 (year 2031), Features Intersected: SALLY'S BRANCH TRIB, Facility Carried by Structure: CHERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 11.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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: August 2020, Underwater Inspection Date: September 2020, Bridge Improvement Cost: $234,000, Roadway Improvement Cost: $23,000, Total Project Cost: $352,000, Deck Structure Type: Wood or Timber
Structure Number: 2055065, Location: APP 1.5 M SE OF SALE CITY (Lat: 31.241758, Lng: -84.011519), Route carried "on" structure: County highway 225, Year Built: 1991, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 104 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 156 (year 2031), Features Intersected: SALLY'S BRANCH TRIB, Facility Carried by Structure: CHERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 11.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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: August 2020, Underwater Inspection Date: September 2020, Bridge Improvement Cost: $234,000, Roadway Improvement Cost: $23,000, Total Project Cost: $352,000, Deck Structure Type: Wood or Timber
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Structure Number: 2055071, Location: APP 3.7 MI NW OF SALE CTY (Lat: 31.311839, Lng: -84.038689), Route carried "on" structure: County highway 275, Year Built: 1982, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 400 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 600 (year 2031), Design Load: HS 20+Mod, Features Intersected: RACCOON CREEK TRIB, Facility Carried by Structure: GREENOUGH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Fair, 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $137,000, Roadway Improvement Cost: $14,000, Total Project Cost: $205,000
Structure Number: 2055071, Location: APP 3.7 MI NW OF SALE CTY (Lat: 31.311839, Lng: -84.038689), Route carried "on" structure: County highway 275, Year Built: 1982, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 400 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 600 (year 2031), Design Load: HS 20+Mod, Features Intersected: RACCOON CREEK TRIB, Facility Carried by Structure: GREENOUGH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Fair, 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $137,000, Roadway Improvement Cost: $14,000, Total Project Cost: $205,000