Bridge Statistics for Fort Valley, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 197ft / 60.5mTotal length
- $18,276,000Total costs
- 582,930Total average daily traffic
- 7,468Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Fort Valley
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 31950-1959
- 11960-1969
- 11970-1979
- 51980-1989
- 51990-1999
- 12000-2009
- 12020-2022
- Bridge Condition - Superstructure
- 22.2%Very good
- 77.8%Good
- Bridge Condition - Substructure
- 88.9%Good
- 11.1%Fair
- Bridge Condition - Channel
- 50.0%Very good
- 6.3%Good
- 31.3%Satisfactory
- 12.5%Fair
- Bridge Condition - Culverts
- 10.0%Very good
- 70.0%Good
- 20.0%Satisfactory
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Structure Number: 795027, Location: 10 MI SE OF ROBERTA (Lat: 32.619239, Lng: -83.895019), Route carried "on" structure: County highway 169, Year Built: 1937, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: INDIAN CREEK, Facility Carried by Structure: WALTON 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: 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: November 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 795027, Location: 10 MI SE OF ROBERTA (Lat: 32.619239, Lng: -83.895019), Route carried "on" structure: County highway 169, Year Built: 1937, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: INDIAN CREEK, Facility Carried by Structure: WALTON 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: 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: November 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 795031, Location: 10 MI SE OF ROBERTA (Lat: 32.617847, Lng: -83.884378), Route carried "on" structure: County highway 41, Year Built: 1995, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: MOSSY CREEK, Facility Carried by Structure: WESLEY CHAPEL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: November 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
Structure Number: 795031, Location: 10 MI SE OF ROBERTA (Lat: 32.617847, Lng: -83.884378), Route carried "on" structure: County highway 41, Year Built: 1995, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20+Mod, Features Intersected: MOSSY CREEK, Facility Carried by Structure: WESLEY CHAPEL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: November 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
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Structure Number: 1530014, Location: 6.4 MI N OF PERRY (Lat: 32.534308, Lng: -83.719908), Route carried "on" structure: US 41, Year Built: 1930, Year Reconstructed: 1950, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 6,730 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 10,095 (year 2032), Design Load: H 15, Features Intersected: BEULAH 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: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
Structure Number: 1530014, Location: 6.4 MI N OF PERRY (Lat: 32.534308, Lng: -83.719908), Route carried "on" structure: US 41, Year Built: 1930, Year Reconstructed: 1950, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 6,730 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 10,095 (year 2032), Design Load: H 15, Features Intersected: BEULAH 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: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
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Structure Number: 2250014, Location: 7 MI S OF BYRON (Lat: 32.581569, Lng: -83.758908), Route carried "on" structure: County highway 1149, Year Built: 1950, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,120 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,680 (year 2031), Design Load: H 15, Features Intersected: DRY RUN CREEK, Facility Carried by Structure: LAKEVIEW 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: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
Structure Number: 2250014, Location: 7 MI S OF BYRON (Lat: 32.581569, Lng: -83.758908), Route carried "on" structure: County highway 1149, Year Built: 1950, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,120 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,680 (year 2031), Design Load: H 15, Features Intersected: DRY RUN CREEK, Facility Carried by Structure: LAKEVIEW 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: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
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Structure Number: 2250018, Location: 2.7 MI SW OF FT VALLEY (Lat: 32.537739, Lng: -83.930597), Route carried "on" structure: County highway 1713, Year Built: 1950, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 450 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 675 (year 2031), Design Load: H 15, Features Intersected: BIG INDIAN CREEK, Facility Carried by Structure: RIVER 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: 6.4m (21.0ft), 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: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
Structure Number: 2250018, Location: 2.7 MI SW OF FT VALLEY (Lat: 32.537739, Lng: -83.930597), Route carried "on" structure: County highway 1713, Year Built: 1950, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 450 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 675 (year 2031), Design Load: H 15, Features Intersected: BIG INDIAN CREEK, Facility Carried by Structure: RIVER 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: 6.4m (21.0ft), 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: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
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Structure Number: 225002, Location: FT VALLEY CITY LIMITS (Lat: 32.555347, Lng: -83.881978), Route carried "on" structure: State highway 96, Year Built: 1985, Status: Open, Structure Length: 8.72m (28.61ft), Average Daily Traffic: 4,940 (year 2011), Truck Traffic: 13%, Average Future Daily Traffic: 7,410 (year 2031), Design Load: HS 20+Mod, Features Intersected: NS RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,117,000, Roadway Improvement Cost: $112,000, Total Project Cost: $1,676,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 225002, Location: FT VALLEY CITY LIMITS (Lat: 32.555347, Lng: -83.881978), Route carried "on" structure: State highway 96, Year Built: 1985, Status: Open, Structure Length: 8.72m (28.61ft), Average Daily Traffic: 4,940 (year 2011), Truck Traffic: 13%, Average Future Daily Traffic: 7,410 (year 2031), Design Load: HS 20+Mod, Features Intersected: NS RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,117,000, Roadway Improvement Cost: $112,000, Total Project Cost: $1,676,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2250021, Location: 3.5 MI NE OF FORT VALLEY (Lat: 32.584889, Lng: -83.852608), Route carried "on" structure: State highway 49, Year Built: 1987, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 15,150 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 22,725 (year 2031), Design Load: HS 20+Mod, Features Intersected: MOSSY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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, Inspection Date: November 2020, Bridge Improvement Cost: $821,000, Roadway Improvement Cost: $82,000, Total Project Cost: $1,231,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2250021, Location: 3.5 MI NE OF FORT VALLEY (Lat: 32.584889, Lng: -83.852608), Route carried "on" structure: State highway 49, Year Built: 1987, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 15,150 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 22,725 (year 2031), Design Load: HS 20+Mod, Features Intersected: MOSSY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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, Inspection Date: November 2020, Bridge Improvement Cost: $821,000, Roadway Improvement Cost: $82,000, Total Project Cost: $1,231,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2250022, Location: 3.5 MI NE OF FORT VALLEY (Lat: 32.585078, Lng: -83.852658), Route carried "on" structure: State highway 49, Year Built: 1987, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 15,150 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 22,725 (year 2031), Design Load: HS 20+Mod, Features Intersected: MOSSY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 55.3 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, Inspection Date: November 2020, Bridge Improvement Cost: $821,000, Roadway Improvement Cost: $82,000, Total Project Cost: $1,231,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2250022, Location: 3.5 MI NE OF FORT VALLEY (Lat: 32.585078, Lng: -83.852658), Route carried "on" structure: State highway 49, Year Built: 1987, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 15,150 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 22,725 (year 2031), Design Load: HS 20+Mod, Features Intersected: MOSSY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 55.3 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, Inspection Date: November 2020, Bridge Improvement Cost: $821,000, Roadway Improvement Cost: $82,000, Total Project Cost: $1,231,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2250027, Location: 2.5 MI SW OF FORT VALLEY (Lat: 32.519378, Lng: -83.922319), Route carried "on" structure: State highway 49, Year Built: 1994, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,480 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,720 (year 2031), Design Load: HS 20+Mod, Features Intersected: BIG INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $469,000, Roadway Improvement Cost: $47,000, Total Project Cost: $703,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2250027, Location: 2.5 MI SW OF FORT VALLEY (Lat: 32.519378, Lng: -83.922319), Route carried "on" structure: State highway 49, Year Built: 1994, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,480 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 3,720 (year 2031), Design Load: HS 20+Mod, Features Intersected: BIG INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, 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: 2255002, Location: 2.5 MI S. FT VALLEY (Lat: 32.495658, Lng: -83.877878), Route carried "on" structure: County highway 8, Year Built: 1970, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: H 15, Features Intersected: BIG INDIAN CREEK TRIB, Facility Carried by Structure: CARVER DRIVE
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 2255002, Location: 2.5 MI S. FT VALLEY (Lat: 32.495658, Lng: -83.877878), Route carried "on" structure: County highway 8, Year Built: 1970, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: H 15, Features Intersected: BIG INDIAN CREEK TRIB, Facility Carried by Structure: CARVER DRIVE
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 2255003, Location: 2 MI S OF FORT VALLEY (Lat: 32.511450, Lng: -83.921769), Route carried "on" structure: County highway 27, Year Built: 1981, Status: Posted for load, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 15, Features Intersected: NS RAILROAD, Facility Carried by Structure: ST UNIVERSITY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $625,000, Roadway Improvement Cost: $63,000, Total Project Cost: $938,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2255003, Location: 2 MI S OF FORT VALLEY (Lat: 32.511450, Lng: -83.921769), Route carried "on" structure: County highway 27, Year Built: 1981, Status: Posted for load, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 15, Features Intersected: NS RAILROAD, Facility Carried by Structure: ST UNIVERSITY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $625,000, Roadway Improvement Cost: $63,000, Total Project Cost: $938,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2255005, Location: 3 MI E OF FORT VALLEY (Lat: 32.575308, Lng: -83.815939), Route carried "on" structure: County highway 103, Year Built: 1987, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 50 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 75 (year 2032), Design Load: HS 20+Mod, Features Intersected: MOSSY CREEK, Facility Carried by Structure: LILLY 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: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: March 2021, Bridge Improvement Cost: $145,000, Roadway Improvement Cost: $14,000, Total Project Cost: $217,000
Structure Number: 2255005, Location: 3 MI E OF FORT VALLEY (Lat: 32.575308, Lng: -83.815939), Route carried "on" structure: County highway 103, Year Built: 1987, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 50 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 75 (year 2032), Design Load: HS 20+Mod, Features Intersected: MOSSY CREEK, Facility Carried by Structure: LILLY 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: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: March 2021, Bridge Improvement Cost: $145,000, Roadway Improvement Cost: $14,000, Total Project Cost: $217,000
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Structure Number: 2255007, Location: 2 MI S OF FT. VALLEY (Lat: 32.519658, Lng: -83.919239), Route carried "on" structure: County highway 27, Year Built: 1994, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 20+Mod, Features Intersected: BIG INDIAN CREEK, Facility Carried by Structure: ST UNIVERSITY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
Structure Number: 2255007, Location: 2 MI S OF FT. VALLEY (Lat: 32.519658, Lng: -83.919239), Route carried "on" structure: County highway 27, Year Built: 1994, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 20+Mod, Features Intersected: BIG INDIAN CREEK, Facility Carried by Structure: ST UNIVERSITY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
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Structure Number: 2255008, Location: 4.5 MI SE OF FT VALLEY (Lat: 32.509189, Lng: -83.829369), Route carried "on" structure: County highway 3, Year Built: 1994, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 20+Mod, Features Intersected: BAY CREEK, Facility Carried by Structure: HENDRICKS 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: 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: 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
Structure Number: 2255008, Location: 4.5 MI SE OF FT VALLEY (Lat: 32.509189, Lng: -83.829369), Route carried "on" structure: County highway 3, Year Built: 1994, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 20+Mod, Features Intersected: BAY CREEK, Facility Carried by Structure: HENDRICKS 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: 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: 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $152,000
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Structure Number: 2255009, Location: 7 MI E OF FORT VALLEY (Lat: 32.548169, Lng: -83.763939), Route carried "on" structure: State highway 96, Year Built: 1995, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 6,110 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 9,165 (year 2032), Design Load: HS 20+Mod, Features Intersected: MOSSY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.921, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: March 2021, Bridge Improvement Cost: $625,000, Roadway Improvement Cost: $63,000, Total Project Cost: $938,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2255009, Location: 7 MI E OF FORT VALLEY (Lat: 32.548169, Lng: -83.763939), Route carried "on" structure: State highway 96, Year Built: 1995, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 6,110 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 9,165 (year 2032), Design Load: HS 20+Mod, Features Intersected: MOSSY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.921, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: March 2021, Bridge Improvement Cost: $625,000, Roadway Improvement Cost: $63,000, Total Project Cost: $938,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2255016, Location: MACON-PEACH CO LINE (Lat: 32.497597, Lng: -83.902500), Route carried "on" structure: County highway 670, Year Built: 1959, Status: Posted for load, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 480 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 720 (year 2032), Design Load: H 15, Features Intersected: BIG INDIAN CREEK, Facility Carried by Structure: WILLOW LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), 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: Fair, Channel: Satisfactory, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to 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: 43.34m (142.19ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2020, Underwater Inspection Date: March 2021, Bridge Improvement Cost: $399,000, Roadway Improvement Cost: $40,000, Total Project Cost: $598,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2255016, Location: MACON-PEACH CO LINE (Lat: 32.497597, Lng: -83.902500), Route carried "on" structure: County highway 670, Year Built: 1959, Status: Posted for load, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 480 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 720 (year 2032), Design Load: H 15, Features Intersected: BIG INDIAN CREEK, Facility Carried by Structure: WILLOW LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), 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: Fair, Channel: Satisfactory, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to 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: 43.34m (142.19ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2020, Underwater Inspection Date: March 2021, Bridge Improvement Cost: $399,000, Roadway Improvement Cost: $40,000, Total Project Cost: $598,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2255018, Location: 8 MI S OF BRYON (Lat: 32.546239, Lng: -83.743958), Route carried "on" structure: State highway 96, Year Built: 2004, Status: Open, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 11,700 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 17,550 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-75 (EXIT 142) @ 141.28
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.531, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 34.6m (113.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $2,255,000, Roadway Improvement Cost: $225,000, Total Project Cost: $3,382,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2255018, Location: 8 MI S OF BRYON (Lat: 32.546239, Lng: -83.743958), Route carried "on" structure: State highway 96, Year Built: 2004, Status: Open, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 11,700 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 17,550 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-75 (EXIT 142) @ 141.28
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.531, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 34.6m (113.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $2,255,000, Roadway Improvement Cost: $225,000, Total Project Cost: $3,382,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2255019, Location: 7 MILES S.E. FORT VALLEY (Lat: 32.477847, Lng: -83.865439), Route carried "on" structure: County highway 184, Year Built: 1963, Status: Posted for load, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: BIG INDIAN CREEK, Facility Carried by Structure: CAMP JOHN HOPE 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: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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: November 2020, Underwater Inspection Date: March 2021, 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: 2255019, Location: 7 MILES S.E. FORT VALLEY (Lat: 32.477847, Lng: -83.865439), Route carried "on" structure: County highway 184, Year Built: 1963, Status: Posted for load, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: BIG INDIAN CREEK, Facility Carried by Structure: CAMP JOHN HOPE 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: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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: November 2020, Underwater Inspection Date: March 2021, 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: 225502, Location: 3 MI N OF FORT VALLEY (Lat: 32.605750, Lng: -83.873628), Route carried "on" structure: County highway 675, Year Built: 2020, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 700 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,050 (year 2032), Design Load: HS 20+Mod, Features Intersected: MOSSY CREEK, Facility Carried by Structure: TAYLOR'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: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $3,404,000, Roadway Improvement Cost: $340,000, Total Project Cost: $5,106,000 ( Estimate for 2020)
Structure Number: 225502, Location: 3 MI N OF FORT VALLEY (Lat: 32.605750, Lng: -83.873628), Route carried "on" structure: County highway 675, Year Built: 2020, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 700 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,050 (year 2032), Design Load: HS 20+Mod, Features Intersected: MOSSY CREEK, Facility Carried by Structure: TAYLOR'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: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $3,404,000, Roadway Improvement Cost: $340,000, Total Project Cost: $5,106,000 ( Estimate for 2020)
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Structure Number: 2255018, Location: 8 MI S OF BRYON (Lat: 32.546239, Lng: -83.743958), Route carried "under" structure: Interstate 75, Structure Length: 0. m, Average Daily Traffic: 514,000 (year 2000), Truck Traffic: 1%, Features Intersected: SR 96, Facility Carried by Structure: SR 96
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 228.527, Lanes on structure: 6, Length of Maximum Span: 0.0m
Structure Number: 2255018, Location: 8 MI S OF BRYON (Lat: 32.546239, Lng: -83.743958), Route carried "under" structure: Interstate 75, Structure Length: 0. m, Average Daily Traffic: 514,000 (year 2000), Truck Traffic: 1%, Features Intersected: SR 96, Facility Carried by Structure: SR 96
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 228.527, Lanes on structure: 6, Length of Maximum Span: 0.0m