Bridge Statistics for Fayetteville, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 28Number of bridges
- 351ft / 107mTotal length
- $151,499,000Total costs
- 265,046Total average daily traffic
- 11,243Total average daily truck traffic
- 400,494Total future (year 2030) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Fayetteville
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 41950-1959
- 41960-1969
- 21970-1979
- 31980-1989
- 61990-1999
- 32000-2009
- 32010-2019
- 22020-2022
- Reconstructed bridges - Historical Statistics
- 21980-1989
- 11990-1999
- Bridge Condition - Superstructure
- 35.7%Very good
- 64.3%Good
- Bridge Condition - Channel
- 7.1%Excellent
- 39.3%Very good
- 39.3%Good
- 14.3%Satisfactory
- Bridge Condition - Culverts
- 7.1%Very good
- 71.4%Good
- 7.1%Satisfactory
- 14.3%Fair
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Structure Number: 1130003, Location: 2.3 MI W OF FAYETTEVILLE (Lat: 33.448319, Lng: -84.496089), Route carried "on" structure: State highway 54, Year Built: 1955, Year Reconstructed: 1993, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 27,190 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 40,785 (year 2031), Design Load: H 15, Features Intersected: WHITEWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 23 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,177,000, Roadway Improvement Cost: $118,000, Total Project Cost: $1,766,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1130003, Location: 2.3 MI W OF FAYETTEVILLE (Lat: 33.448319, Lng: -84.496089), Route carried "on" structure: State highway 54, Year Built: 1955, Year Reconstructed: 1993, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 27,190 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 40,785 (year 2031), Design Load: H 15, Features Intersected: WHITEWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 23 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,177,000, Roadway Improvement Cost: $118,000, Total Project Cost: $1,766,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1130004, Location: 1.5 MI W OF FAYETTEVILLE (Lat: 33.448228, Lng: -84.480350), Route carried "on" structure: State highway 54, Year Built: 1955, Year Reconstructed: 1993, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 27,190 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 40,785 (year 2031), Design Load: H 15, Features Intersected: GINGER CAKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $157,000, Roadway Improvement Cost: $16,000, Total Project Cost: $235,000
Structure Number: 1130004, Location: 1.5 MI W OF FAYETTEVILLE (Lat: 33.448228, Lng: -84.480350), Route carried "on" structure: State highway 54, Year Built: 1955, Year Reconstructed: 1993, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 27,190 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 40,785 (year 2031), Design Load: H 15, Features Intersected: GINGER CAKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $157,000, Roadway Improvement Cost: $16,000, Total Project Cost: $235,000
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Structure Number: 1130012, Location: 3.5 MI N OF FAYETTEVILLE (Lat: 33.494969, Lng: -84.430139), Route carried "on" structure: State highway 85, Year Built: 1976, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 25,600 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 38,400 (year 2031), Design Load: HS 20+Mod, Features Intersected: MORNING 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: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: May 2019, Bridge Improvement Cost: $949,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,424,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1130012, Location: 3.5 MI N OF FAYETTEVILLE (Lat: 33.494969, Lng: -84.430139), Route carried "on" structure: State highway 85, Year Built: 1976, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 25,600 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 38,400 (year 2031), Design Load: HS 20+Mod, Features Intersected: MORNING 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: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: May 2019, Bridge Improvement Cost: $949,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,424,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1130013, Location: 5 MI N OF FAYETTEVILLE (Lat: 33.516928, Lng: -84.427408), Route carried "on" structure: State highway 85, Year Built: 1947, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 25,050 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 37,575 (year 2031), Design Load: H 15, Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.750, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.37m (37.30ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: May 2019, Bridge Improvement Cost: $633,000, Roadway Improvement Cost: $63,000, Total Project Cost: $949,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1130013, Location: 5 MI N OF FAYETTEVILLE (Lat: 33.516928, Lng: -84.427408), Route carried "on" structure: State highway 85, Year Built: 1947, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 25,050 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 37,575 (year 2031), Design Load: H 15, Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.750, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.37m (37.30ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: May 2019, Bridge Improvement Cost: $633,000, Roadway Improvement Cost: $63,000, Total Project Cost: $949,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1130014, Location: 5 MI N OF FAYETTEVILLE (Lat: 33.517008, Lng: -84.427608), Route carried "on" structure: State highway 85, Year Built: 1976, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 25,050 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 37,575 (year 2031), Design Load: HS 20+Mod, Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.750, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: June 2020, Underwater Inspection Date: May 2019, Bridge Improvement Cost: $633,000, Roadway Improvement Cost: $63,000, Total Project Cost: $949,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1130014, Location: 5 MI N OF FAYETTEVILLE (Lat: 33.517008, Lng: -84.427608), Route carried "on" structure: State highway 85, Year Built: 1976, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 25,050 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 37,575 (year 2031), Design Load: HS 20+Mod, Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.750, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: June 2020, Underwater Inspection Date: May 2019, Bridge Improvement Cost: $633,000, Roadway Improvement Cost: $63,000, Total Project Cost: $949,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1130017, Location: 3.5 MI N OF FAYETTEVILLE (Lat: 33.499319, Lng: -84.449028), Route carried "on" structure: State highway 314, Year Built: 1964, Year Reconstructed: 1996, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 18,020 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 27,030 (year 2031), Design Load: H 15, Features Intersected: MORNING CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, Inventory Rating: 70.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: May 2019, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $17,000, Total Project Cost: $256,000
Structure Number: 1130017, Location: 3.5 MI N OF FAYETTEVILLE (Lat: 33.499319, Lng: -84.449028), Route carried "on" structure: State highway 314, Year Built: 1964, Year Reconstructed: 1996, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 18,020 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 27,030 (year 2031), Design Load: H 15, Features Intersected: MORNING CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, Inventory Rating: 70.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: May 2019, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $17,000, Total Project Cost: $256,000
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Structure Number: 1130023, Location: 4.1 MI SW OF FAYETTEVILLE (Lat: 33.401150, Lng: -84.494439), Route carried "on" structure: County highway 1677, Year Built: 1955, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 5,160 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 7,740 (year 2031), Design Load: H 15, Features Intersected: PERRY CREEK, Facility Carried by Structure: REDWINE ROAD
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: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $193,000
Structure Number: 1130023, Location: 4.1 MI SW OF FAYETTEVILLE (Lat: 33.401150, Lng: -84.494439), Route carried "on" structure: County highway 1677, Year Built: 1955, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 5,160 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 7,740 (year 2031), Design Load: H 15, Features Intersected: PERRY CREEK, Facility Carried by Structure: REDWINE ROAD
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: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $193,000
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Structure Number: 1130024, Location: 2.7 MI N OF INMAN (Lat: 33.425589, Lng: -84.410758), Route carried "on" structure: County highway 2008, Year Built: 1958, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 5,280 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 7,920 (year 2031), Design Load: H 15, Features Intersected: NASH CREEK, Facility Carried by Structure: JEFF DAVIS 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: 7.0m (23.0ft), 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: 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $258,000
Structure Number: 1130024, Location: 2.7 MI N OF INMAN (Lat: 33.425589, Lng: -84.410758), Route carried "on" structure: County highway 2008, Year Built: 1958, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 5,280 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 7,920 (year 2031), Design Load: H 15, Features Intersected: NASH CREEK, Facility Carried by Structure: JEFF DAVIS 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: 7.0m (23.0ft), 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: 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $258,000
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Structure Number: 1135001, Location: .5 MI W OF FAYETTEVILLE (Lat: 33.456458, Lng: -84.476508), Route carried "on" structure: County highway 39, Year Built: 1960, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,600 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 3,900 (year 2031), Design Load: H 15, Features Intersected: GINGER CAKE CREEK, Facility Carried by Structure: HOOD 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: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $105,000, Roadway Improvement Cost: $11,000, Total Project Cost: $158,000
Structure Number: 1135001, Location: .5 MI W OF FAYETTEVILLE (Lat: 33.456458, Lng: -84.476508), Route carried "on" structure: County highway 39, Year Built: 1960, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,600 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 3,900 (year 2031), Design Load: H 15, Features Intersected: GINGER CAKE CREEK, Facility Carried by Structure: HOOD 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: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $105,000, Roadway Improvement Cost: $11,000, Total Project Cost: $158,000
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Structure Number: 1135002, Location: 3 MI NW OF FAYETTEVILLE (Lat: 33.487178, Lng: -84.508608), Route carried "on" structure: County highway 47, Year Built: 1982, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: HS 15, Features Intersected: WHITEWATER CREEK, Facility Carried by Structure: EASTIN 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: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: April 2019, Bridge Improvement Cost: $469,000, Roadway Improvement Cost: $47,000, Total Project Cost: $703,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1135002, Location: 3 MI NW OF FAYETTEVILLE (Lat: 33.487178, Lng: -84.508608), Route carried "on" structure: County highway 47, Year Built: 1982, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: HS 15, Features Intersected: WHITEWATER CREEK, Facility Carried by Structure: EASTIN 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: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: April 2019, Bridge Improvement Cost: $469,000, Roadway Improvement Cost: $47,000, Total Project Cost: $703,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1135003, Location: 4.5 MI NW OF FAYETTEVILLE (Lat: 33.500469, Lng: -84.527058), Route carried "on" structure: County highway 51, Year Built: 1980, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 2,190 (year 2011), Truck Traffic: 12%, Average Future Daily Traffic: 3,285 (year 2031), Design Load: HS 20, Features Intersected: WHITEWATER CREEK, Facility Carried by Structure: LEE'S MILL 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: 7.0m (23.0ft), Skew: 3 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, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $137,000, Roadway Improvement Cost: $14,000, Total Project Cost: $205,000
Structure Number: 1135003, Location: 4.5 MI NW OF FAYETTEVILLE (Lat: 33.500469, Lng: -84.527058), Route carried "on" structure: County highway 51, Year Built: 1980, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 2,190 (year 2011), Truck Traffic: 12%, Average Future Daily Traffic: 3,285 (year 2031), Design Load: HS 20, Features Intersected: WHITEWATER CREEK, Facility Carried by Structure: LEE'S MILL 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: 7.0m (23.0ft), Skew: 3 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, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $137,000, Roadway Improvement Cost: $14,000, Total Project Cost: $205,000
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Structure Number: 1135024, Location: 5.5 MI E OF PEACHTREE CTY (Lat: 33.411828, Lng: -84.497958), Route carried "on" structure: County highway 287, Year Built: 1965, Status: Posted for load, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 3,670 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 5,505 (year 2031), Design Load: H 15, Features Intersected: WHITEWATER CREEK, Facility Carried by Structure: EBENEZER CH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), 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: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.0 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: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: April 2019, Bridge Improvement Cost: $625,000, Roadway Improvement Cost: $63,000, Total Project Cost: $938,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1135024, Location: 5.5 MI E OF PEACHTREE CTY (Lat: 33.411828, Lng: -84.497958), Route carried "on" structure: County highway 287, Year Built: 1965, Status: Posted for load, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 3,670 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 5,505 (year 2031), Design Load: H 15, Features Intersected: WHITEWATER CREEK, Facility Carried by Structure: EBENEZER CH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), 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: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.0 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: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: April 2019, Bridge Improvement Cost: $625,000, Roadway Improvement Cost: $63,000, Total Project Cost: $938,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1135025, Location: 2.5 MI E OF PEACHTREE CTY (Lat: 33.410428, Lng: -84.508478), Route carried "on" structure: County highway 287, Year Built: 1965, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 2,100 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 3,150 (year 2031), Design Load: H 15, Features Intersected: PELHAM CREEK, Facility Carried by Structure: EBENEZER CH RD
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: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $316,000, Roadway Improvement Cost: $32,000, Total Project Cost: $475,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1135025, Location: 2.5 MI E OF PEACHTREE CTY (Lat: 33.410428, Lng: -84.508478), Route carried "on" structure: County highway 287, Year Built: 1965, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 2,100 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 3,150 (year 2031), Design Load: H 15, Features Intersected: PELHAM CREEK, Facility Carried by Structure: EBENEZER CH RD
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: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $316,000, Roadway Improvement Cost: $32,000, Total Project Cost: $475,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1135036, Location: 1.5 MI N OF INMAN (Lat: 33.403719, Lng: -84.416250), Route carried "on" structure: County highway 527, Year Built: 1988, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: H 15, Features Intersected: GAY CREEK, Facility Carried by Structure: CROSS CREEK TRAIL
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), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very good, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $117,000, Roadway Improvement Cost: $12,000, Total Project Cost: $176,000
Structure Number: 1135036, Location: 1.5 MI N OF INMAN (Lat: 33.403719, Lng: -84.416250), Route carried "on" structure: County highway 527, Year Built: 1988, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: H 15, Features Intersected: GAY CREEK, Facility Carried by Structure: CROSS CREEK TRAIL
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), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very good, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $117,000, Roadway Improvement Cost: $12,000, Total Project Cost: $176,000
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Structure Number: 1135047, Location: IN FAYETTEVILLE CITY LMT (Lat: 33.454628, Lng: -84.467369), Route carried "on" structure: City street 588, Year Built: 1992, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: H 15, Features Intersected: GINGER CAKE CREEK TRIB, Facility Carried by Structure: PYE COURT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $9,000, Total Project Cost: $129,000
Structure Number: 1135047, Location: IN FAYETTEVILLE CITY LMT (Lat: 33.454628, Lng: -84.467369), Route carried "on" structure: City street 588, Year Built: 1992, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: H 15, Features Intersected: GINGER CAKE CREEK TRIB, Facility Carried by Structure: PYE COURT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $9,000, Total Project Cost: $129,000
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Structure Number: 1135049, Location: 2.5 MI SW OF FAYETTEVILLE (Lat: 33.421219, Lng: -84.492778), Route carried "on" structure: County highway 275, Year Built: 1996, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: HS 20+Mod, Features Intersected: WHITEWATER CREEK, Facility Carried by Structure: SHERWOOD 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: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $703,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,055,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1135049, Location: 2.5 MI SW OF FAYETTEVILLE (Lat: 33.421219, Lng: -84.492778), Route carried "on" structure: County highway 275, Year Built: 1996, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: HS 20+Mod, Features Intersected: WHITEWATER CREEK, Facility Carried by Structure: SHERWOOD 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: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $703,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,055,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 113505, Location: 3.8 MI N OF FAYETTEVILLE (Lat: 33.503569, Lng: -84.448578), Route carried "on" structure: State highway 314, Year Built: 1996, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 18,020 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 27,030 (year 2031), Design Load: HS 20+Mod, Features Intersected: MORNING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 26.9m (88.3ft), Out-to-Out Width: 27.9m (91.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very 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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: May 2019, Bridge Improvement Cost: $1,932,000, Roadway Improvement Cost: $193,000, Total Project Cost: $2,898,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 113505, Location: 3.8 MI N OF FAYETTEVILLE (Lat: 33.503569, Lng: -84.448578), Route carried "on" structure: State highway 314, Year Built: 1996, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 18,020 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 27,030 (year 2031), Design Load: HS 20+Mod, Features Intersected: MORNING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 26.9m (88.3ft), Out-to-Out Width: 27.9m (91.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very 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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: May 2019, Bridge Improvement Cost: $1,932,000, Roadway Improvement Cost: $193,000, Total Project Cost: $2,898,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 1135052, Location: 3.4 MI NE OF FAYETTEVILLE (Lat: 33.478889, Lng: -84.409458), Route carried "on" structure: State highway 54, Year Built: 1998, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 21,280 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 34,860 (year 2036), Design Load: HS 20+Mod, Features Intersected: MORNING CREEK
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: 29.0m (95.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 29.7m (97.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 47.55m (156.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Other Special Inspection Date: Febuary 2022, 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: 1135052, Location: 3.4 MI NE OF FAYETTEVILLE (Lat: 33.478889, Lng: -84.409458), Route carried "on" structure: State highway 54, Year Built: 1998, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 21,280 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 34,860 (year 2036), Design Load: HS 20+Mod, Features Intersected: MORNING CREEK
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: 29.0m (95.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 29.7m (97.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 47.55m (156.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Other Special Inspection Date: Febuary 2022, 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: 1135054, Location: 3.3 MI W OF FAYETTEVILLE (Lat: 33.463289, Lng: -84.509228), Route carried "on" structure: County highway 2028, Year Built: 1999, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 3,350 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 5,025 (year 2031), Design Load: HS 20+Mod, Features Intersected: WHITEWATER CREEK TRIB, Facility Carried by Structure: SANDY CREEK 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: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $164,000, Roadway Improvement Cost: $16,000, Total Project Cost: $246,000
Structure Number: 1135054, Location: 3.3 MI W OF FAYETTEVILLE (Lat: 33.463289, Lng: -84.509228), Route carried "on" structure: County highway 2028, Year Built: 1999, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 3,350 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 5,025 (year 2031), Design Load: HS 20+Mod, Features Intersected: WHITEWATER CREEK TRIB, Facility Carried by Structure: SANDY CREEK 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: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $164,000, Roadway Improvement Cost: $16,000, Total Project Cost: $246,000
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Structure Number: 1135056, Location: IN FAYETTEVILLE CITY LMT (Lat: 33.451289, Lng: -84.477308), Route carried "on" structure: County highway 577, Year Built: 2005, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: HS 20+Mod, Features Intersected: GINGER CAKE CREEK TRIB, Facility Carried by Structure: CORNWALLIS WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft)
Condition: Channel: Excellent, 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
Structure Number: 1135056, Location: IN FAYETTEVILLE CITY LMT (Lat: 33.451289, Lng: -84.477308), Route carried "on" structure: County highway 577, Year Built: 2005, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: HS 20+Mod, Features Intersected: GINGER CAKE CREEK TRIB, Facility Carried by Structure: CORNWALLIS WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft)
Condition: Channel: Excellent, 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
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Structure Number: 1135059, Location: FAYETTEVILLE CITY LIMITS (Lat: 33.450169, Lng: -84.467339), Route carried "on" structure: City street 819, Year Built: 2000, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: HS 20, Features Intersected: GINGER CREEK TRIB, Facility Carried by Structure: LAFAYETTE AVENUE
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: 4.9m (16.1ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $191,000, Roadway Improvement Cost: $19,000, Total Project Cost: $287,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1135059, Location: FAYETTEVILLE CITY LIMITS (Lat: 33.450169, Lng: -84.467339), Route carried "on" structure: City street 819, Year Built: 2000, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: HS 20, Features Intersected: GINGER CREEK TRIB, Facility Carried by Structure: LAFAYETTE AVENUE
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: 4.9m (16.1ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $191,000, Roadway Improvement Cost: $19,000, Total Project Cost: $287,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1135062, Location: 3.5 MI NORTH OF FAYETTEVI (Lat: 33.494908, Lng: -84.429950), Route carried "on" structure: State highway 85, Year Built: 2008, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 25,600 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 38,400 (year 2031), Design Load: HS 20+Mod, Features Intersected: MORNING 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: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $949,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,424,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1135062, Location: 3.5 MI NORTH OF FAYETTEVI (Lat: 33.494908, Lng: -84.429950), Route carried "on" structure: State highway 85, Year Built: 2008, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 25,600 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 38,400 (year 2031), Design Load: HS 20+Mod, Features Intersected: MORNING 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: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $949,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,424,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1135063, Location: 2.5 MI WEST OF FAYETTEVIL (Lat: 33.438189, Lng: -84.495539), Route carried "on" structure: County highway 108, Year Built: 1990, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: H 15, Features Intersected: WHITEWATER CREEK TRIB, Facility Carried by Structure: OLD NORTON 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: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very 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: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $9,000, Total Project Cost: $129,000
Structure Number: 1135063, Location: 2.5 MI WEST OF FAYETTEVIL (Lat: 33.438189, Lng: -84.495539), Route carried "on" structure: County highway 108, Year Built: 1990, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: H 15, Features Intersected: WHITEWATER CREEK TRIB, Facility Carried by Structure: OLD NORTON 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: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very 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: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $9,000, Total Project Cost: $129,000
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Structure Number: 1135068, Location: 4.2 MI N OF FAYETTEVILLE (Lat: 33.509747, Lng: -84.453831), Route carried "on" structure: County highway 357, Year Built: 2014, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 2,530 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,795 (year 2031), Design Load: HS 20+Mod, Features Intersected: MORNING CREEK, Facility Carried by Structure: KENWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, 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: Very good, Substructure: Good, Channel: Very good, Operating Rating: 32.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.24m (33.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $24,864,000, Roadway Improvement Cost: $2,486,000, Total Project Cost: $37,296,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1135068, Location: 4.2 MI N OF FAYETTEVILLE (Lat: 33.509747, Lng: -84.453831), Route carried "on" structure: County highway 357, Year Built: 2014, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 2,530 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,795 (year 2031), Design Load: HS 20+Mod, Features Intersected: MORNING CREEK, Facility Carried by Structure: KENWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, 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: Very good, Substructure: Good, Channel: Very good, Operating Rating: 32.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.24m (33.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $24,864,000, Roadway Improvement Cost: $2,486,000, Total Project Cost: $37,296,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1135069, Location: 6.7 MI SE OF FAIRBURN (Lat: 33.490022, Lng: -84.509269), Route carried "on" structure: County highway 365, Year Built: 2013, Status: Open, Structure Length: 19.72m (64.70ft), Average Daily Traffic: 3,350 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 5,025 (year 2031), Design Load: HS 20+Mod, Features Intersected: WHITEWATER CREEK, Facility Carried by Structure: VETERANS PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 41.1m (134.8ft), 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: Very good, Operating Rating: 68.0 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, Length Of Structure Improvement: 23.65m (77.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $57,424,000, Roadway Improvement Cost: $5,742,000, Total Project Cost: $86,136,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1135069, Location: 6.7 MI SE OF FAIRBURN (Lat: 33.490022, Lng: -84.509269), Route carried "on" structure: County highway 365, Year Built: 2013, Status: Open, Structure Length: 19.72m (64.70ft), Average Daily Traffic: 3,350 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 5,025 (year 2031), Design Load: HS 20+Mod, Features Intersected: WHITEWATER CREEK, Facility Carried by Structure: VETERANS PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 41.1m (134.8ft), 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: Very good, Operating Rating: 68.0 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, Length Of Structure Improvement: 23.65m (77.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $57,424,000, Roadway Improvement Cost: $5,742,000, Total Project Cost: $86,136,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1135072, Location: 4.2 MI NW OF FAYETTEVILLE (Lat: 33.500406, Lng: -84.521647), Route carried "on" structure: County highway 357, Year Built: 2018, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,190 (year 2011), Truck Traffic: 12%, Average Future Daily Traffic: 3,285 (year 2031), Design Load: HS 20, Features Intersected: TAR CREEK, Facility Carried by Structure: LEE'S MILL 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: 7.0m (23.0ft), 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, Inventory Rating: 74.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,850,000, Roadway Improvement Cost: $185,000, Total Project Cost: $2,775,000 ( Estimate for 2018)
Structure Number: 1135072, Location: 4.2 MI NW OF FAYETTEVILLE (Lat: 33.500406, Lng: -84.521647), Route carried "on" structure: County highway 357, Year Built: 2018, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,190 (year 2011), Truck Traffic: 12%, Average Future Daily Traffic: 3,285 (year 2031), Design Load: HS 20, Features Intersected: TAR CREEK, Facility Carried by Structure: LEE'S MILL 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: 7.0m (23.0ft), 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, Inventory Rating: 74.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,850,000, Roadway Improvement Cost: $185,000, Total Project Cost: $2,775,000 ( Estimate for 2018)
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Structure Number: 1135073, Location: 2.7 MI SE OF FAYETTEVILLE (Lat: 33.424331, Lng: -84.418300), Route carried "on" structure: County highway 617, Year Built: 2020, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,010 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 3,000 (year 2030), Design Load: HS 20, Features Intersected: NASH CREEK TRIBUTARY, Facility Carried by Structure: ANTEBELLUM WAY
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: 6.9m (22.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.4 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: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.13m (3.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $2,738,000, Roadway Improvement Cost: $274,000, Total Project Cost: $4,107,000 ( Estimate for 2020)
Structure Number: 1135073, Location: 2.7 MI SE OF FAYETTEVILLE (Lat: 33.424331, Lng: -84.418300), Route carried "on" structure: County highway 617, Year Built: 2020, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,010 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 3,000 (year 2030), Design Load: HS 20, Features Intersected: NASH CREEK TRIBUTARY, Facility Carried by Structure: ANTEBELLUM WAY
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: 6.9m (22.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.4 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: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.13m (3.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $2,738,000, Roadway Improvement Cost: $274,000, Total Project Cost: $4,107,000 ( Estimate for 2020)
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Structure Number: 1135074, Location: 2 MI NW OF INMAN (Lat: 33.406100, Lng: -84.471189), Route carried "on" structure: County highway 132, Year Built: 2020, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: HL 93, Features Intersected: PERRY CREEK, Facility Carried by Structure: OLD SENOIA 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: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 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, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $3,182,000, Roadway Improvement Cost: $318,000, Total Project Cost: $4,773,000 ( Estimate for 2020)
Structure Number: 1135074, Location: 2 MI NW OF INMAN (Lat: 33.406100, Lng: -84.471189), Route carried "on" structure: County highway 132, Year Built: 2020, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 2,202 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,303 (year 2031), Design Load: HL 93, Features Intersected: PERRY CREEK, Facility Carried by Structure: OLD SENOIA 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: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 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, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $3,182,000, Roadway Improvement Cost: $318,000, Total Project Cost: $4,773,000 ( Estimate for 2020)