Bridge Statistics for Cleveland, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 282ft / 86.4mTotal length
- $268,919,000Total costs
- 97,230Total average daily traffic
- 2,794Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Cleveland
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 21940-1949
- 41950-1959
- 21960-1969
- 31980-1989
- 31990-1999
- 62010-2019
- Bridge Condition - Deck
- 60.0%Very good
- 10.0%Good
- 10.0%Satisfactory
- 10.0%Fair
- 10.0%Failed
- Bridge Condition - Superstructure
- 60.0%Very good
- 20.0%Good
- 10.0%Satisfactory
- 10.0%Failed
- Bridge Condition - Substructure
- 90.0%Good
- 10.0%Failed
- Bridge Condition - Channel
- 10.5%Very good
- 36.8%Good
- 42.1%Satisfactory
- 5.3%Fair
- 5.3%Failed
- Bridge Condition - Culverts
- 81.8%Good
- 9.1%Satisfactory
- 9.1%Fair
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Structure Number: 3110002, Location: 2 MI NW OF CLEVELAND (Lat: 34.613808, Lng: -83.790439), Route carried "on" structure: US 129, Year Built: 1959, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 7,440 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 11,160 (year 2032), Design Load: HS 20+Mod, Features Intersected: TURNER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, 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: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $469,000, Roadway Improvement Cost: $47,000, Total Project Cost: $703,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3110002, Location: 2 MI NW OF CLEVELAND (Lat: 34.613808, Lng: -83.790439), Route carried "on" structure: US 129, Year Built: 1959, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 7,440 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 11,160 (year 2032), Design Load: HS 20+Mod, Features Intersected: TURNER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, 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: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, 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: 3110003, Location: 7 MI SW OF HELEN (Lat: 34.631539, Lng: -83.820869), Route carried "on" structure: US 129, Year Built: 1958, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 2,800 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 4,200 (year 2032), Design Load: HS 20+Mod, Features Intersected: JENNY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.703, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $11,000, Total Project Cost: $170,000
Structure Number: 3110003, Location: 7 MI SW OF HELEN (Lat: 34.631539, Lng: -83.820869), Route carried "on" structure: US 129, Year Built: 1958, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 2,800 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 4,200 (year 2032), Design Load: HS 20+Mod, Features Intersected: JENNY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.703, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $11,000, Total Project Cost: $170,000
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Structure Number: 311001, Location: 5.2 MI N OF HELEN (Lat: 34.777939, Lng: -83.737547), Route carried "on" structure: State highway 17, Year Built: 1935, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,240 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,360 (year 2032), Design Load: H 15, Features Intersected: ANDREWS 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: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $258,000
Structure Number: 311001, Location: 5.2 MI N OF HELEN (Lat: 34.777939, Lng: -83.737547), Route carried "on" structure: State highway 17, Year Built: 1935, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,240 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,360 (year 2032), Design Load: H 15, Features Intersected: ANDREWS 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: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $258,000
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Structure Number: 3110013, Location: 3.5 MI S OF CLEVELAND (Lat: 34.552969, Lng: -83.738439), Route carried "on" structure: County highway 2919, Year Built: 1986, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,590 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,385 (year 2032), Design Load: HS 20+Mod, Features Intersected: MOSSY CREEK, Facility Carried by Structure: HWY 75 S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $109,000, Roadway Improvement Cost: $11,000, Total Project Cost: $164,000
Structure Number: 3110013, Location: 3.5 MI S OF CLEVELAND (Lat: 34.552969, Lng: -83.738439), Route carried "on" structure: County highway 2919, Year Built: 1986, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,590 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,385 (year 2032), Design Load: HS 20+Mod, Features Intersected: MOSSY CREEK, Facility Carried by Structure: HWY 75 S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $109,000, Roadway Improvement Cost: $11,000, Total Project Cost: $164,000
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Structure Number: 3110019, Location: IN SW CLEVELAND C/L (Lat: 34.593119, Lng: -83.777908), Route carried "on" structure: State highway 115, Year Built: 1949, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 9,200 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 13,800 (year 2032), Design Load: H 15, Features Intersected: COX CREEK, Facility Carried by Structure: W. KYTLE STREET
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: 7.3m (24.0ft), 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: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
Structure Number: 3110019, Location: IN SW CLEVELAND C/L (Lat: 34.593119, Lng: -83.777908), Route carried "on" structure: State highway 115, Year Built: 1949, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 9,200 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 13,800 (year 2032), Design Load: H 15, Features Intersected: COX CREEK, Facility Carried by Structure: W. KYTLE STREET
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: 7.3m (24.0ft), 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: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $8,000, Total Project Cost: $123,000
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Structure Number: 3110025, Location: 3 MI E OF CLEVELAND (Lat: 34.600328, Lng: -83.711269), Route carried "on" structure: State highway 255, Year Built: 1940, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,010 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,015 (year 2032), Design Load: H 15, Features Intersected: BLUE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 3110025, Location: 3 MI E OF CLEVELAND (Lat: 34.600328, Lng: -83.711269), Route carried "on" structure: State highway 255, Year Built: 1940, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,010 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 3,015 (year 2032), Design Load: H 15, Features Intersected: BLUE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 3110034, Location: 3.5 MI W OF CLEVELAND (Lat: 34.583500, Lng: -83.822239), Route carried "on" structure: County highway 976, Year Built: 1959, Status: Posted for load, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 830 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,245 (year 2032), Design Load: H 15, Features Intersected: TESNATEE CREEK, Facility Carried by Structure: TOWN CREEK ROAD
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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.7m (67.9ft), 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: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 50.05m (164.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $241,000, Roadway Improvement Cost: $238,000, Total Project Cost: $634,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3110034, Location: 3.5 MI W OF CLEVELAND (Lat: 34.583500, Lng: -83.822239), Route carried "on" structure: County highway 976, Year Built: 1959, Status: Posted for load, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 830 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,245 (year 2032), Design Load: H 15, Features Intersected: TESNATEE CREEK, Facility Carried by Structure: TOWN CREEK ROAD
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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.7m (67.9ft), 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: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 50.05m (164.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $241,000, Roadway Improvement Cost: $238,000, Total Project Cost: $634,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3110038, Location: 4.2 MI SW OF CLEVELAND (Lat: 34.545719, Lng: -83.804297), Route carried "on" structure: State highway 115, Year Built: 1987, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 5,620 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 8,430 (year 2032), Design Load: HS 20+Mod, Features Intersected: SHOAL CREEK, Facility Carried by Structure: DAHLONEGA HWY.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $11,000, Total Project Cost: $170,000
Structure Number: 3110038, Location: 4.2 MI SW OF CLEVELAND (Lat: 34.545719, Lng: -83.804297), Route carried "on" structure: State highway 115, Year Built: 1987, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 5,620 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 8,430 (year 2032), Design Load: HS 20+Mod, Features Intersected: SHOAL CREEK, Facility Carried by Structure: DAHLONEGA HWY.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $11,000, Total Project Cost: $170,000
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Structure Number: 3115004, Location: 4.2 MI SE OF CLEVELAND (Lat: 34.565158, Lng: -83.700658), Route carried "on" structure: County highway 30, Year Built: 1951, Status: Closed, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,700 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 75 (year 2032), Features Intersected: MOSSY CREEK TRIB., Facility Carried by Structure: AIRPORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Failed, Superstructure: Failed, Substructure: Failed, Channel: Failed, Operating Rating: 15.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 41.24m (135.30ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: January 2022, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $94,000, Roadway Improvement Cost: $9,000, Total Project Cost: $141,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 3115004, Location: 4.2 MI SE OF CLEVELAND (Lat: 34.565158, Lng: -83.700658), Route carried "on" structure: County highway 30, Year Built: 1951, Status: Closed, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,700 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 75 (year 2032), Features Intersected: MOSSY CREEK TRIB., Facility Carried by Structure: AIRPORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Failed, Superstructure: Failed, Substructure: Failed, Channel: Failed, Operating Rating: 15.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 41.24m (135.30ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: January 2022, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $94,000, Roadway Improvement Cost: $9,000, Total Project Cost: $141,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 3115005, Location: 4.6 MI SE OF CLEVELAND (Lat: 34.541978, Lng: -83.720069), Route carried "on" structure: County highway 31, Year Built: 1994, Status: Open, Structure Length: 1.04m (3.41ft), 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: TOM TEAGUE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: Fair, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $133,000, Roadway Improvement Cost: $13,000, Total Project Cost: $199,000
Structure Number: 3115005, Location: 4.6 MI SE OF CLEVELAND (Lat: 34.541978, Lng: -83.720069), Route carried "on" structure: County highway 31, Year Built: 1994, Status: Open, Structure Length: 1.04m (3.41ft), 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: TOM TEAGUE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: Fair, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $133,000, Roadway Improvement Cost: $13,000, Total Project Cost: $199,000
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Structure Number: 3115009, Location: 2 MI NW OF CLEVELAND (Lat: 34.619289, Lng: -83.781639), Route carried "on" structure: County highway 84, Year Built: 1963, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: TURNER CREEK, Facility Carried by Structure: ALBERT REID ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $193,000
Structure Number: 3115009, Location: 2 MI NW OF CLEVELAND (Lat: 34.619289, Lng: -83.781639), Route carried "on" structure: County highway 84, Year Built: 1963, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: TURNER CREEK, Facility Carried by Structure: ALBERT REID ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $193,000
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Structure Number: 3115015, Location: 2.5 MI NW OF CLEVELAND (Lat: 34.600319, Lng: -83.805258), Route carried "on" structure: County highway 122, Year Built: 1967, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: TESNATEE CREEK, Facility Carried by Structure: TESNATEE GAP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $258,000
Structure Number: 3115015, Location: 2.5 MI NW OF CLEVELAND (Lat: 34.600319, Lng: -83.805258), Route carried "on" structure: County highway 122, Year Built: 1967, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: H 15, Features Intersected: TESNATEE CREEK, Facility Carried by Structure: TESNATEE GAP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $258,000
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Structure Number: 3115022, Location: 4.5 MI SW OF CLEVELAND (Lat: 34.550589, Lng: -83.817778), Route carried "on" structure: County highway 164, Year Built: 1988, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 50 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 75 (year 2032), Design Load: HS 20+Mod, Features Intersected: SHOAL CREEK, Facility Carried by Structure: ALEX STRINGER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft)
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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $16,000, Total Project Cost: $240,000
Structure Number: 3115022, Location: 4.5 MI SW OF CLEVELAND (Lat: 34.550589, Lng: -83.817778), Route carried "on" structure: County highway 164, Year Built: 1988, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 50 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 75 (year 2032), Design Load: HS 20+Mod, Features Intersected: SHOAL CREEK, Facility Carried by Structure: ALEX STRINGER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft)
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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $16,000, Total Project Cost: $240,000
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Structure Number: 3115039, Location: 4.0 MI E OF CLEVELAND (Lat: 34.545158, Lng: -83.729239), Route carried "on" structure: County highway 306, Year Built: 1999, Status: Open, Structure Length: 0.98m (3.22ft), 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: MOSSY CRK CH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
Structure Number: 3115039, Location: 4.0 MI E OF CLEVELAND (Lat: 34.545158, Lng: -83.729239), Route carried "on" structure: County highway 306, Year Built: 1999, Status: Open, Structure Length: 0.98m (3.22ft), 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: MOSSY CRK CH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 55.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000
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Structure Number: 3115047, Location: 1.9 MI NW OF CLEVELAND (Lat: 34.608331, Lng: -83.793647), Route carried "on" structure: County highway 115, Year Built: 1996, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,030 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 1,545 (year 2017), Design Load: HS 20, Features Intersected: TESNATEE CREEK, Facility Carried by Structure: CLAUDE SIMS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $4,440,000, Roadway Improvement Cost: $444,000, Total Project Cost: $6,660,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3115047, Location: 1.9 MI NW OF CLEVELAND (Lat: 34.608331, Lng: -83.793647), Route carried "on" structure: County highway 115, Year Built: 1996, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,030 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 1,545 (year 2017), Design Load: HS 20, Features Intersected: TESNATEE CREEK, Facility Carried by Structure: CLAUDE SIMS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $4,440,000, Roadway Improvement Cost: $444,000, Total Project Cost: $6,660,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3115048, Location: 1.2 MI WEST OF CLEVELAND (Lat: 34.608317, Lng: -83.780881), Route carried "on" structure: US 129, Year Built: 2017, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 10,200 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 11,160 (year 2032), Design Load: HS 20+Mod, Features Intersected: TESNATEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 13.17m (43.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $31,968,000, Roadway Improvement Cost: $3,197,000, Total Project Cost: $47,952,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3115048, Location: 1.2 MI WEST OF CLEVELAND (Lat: 34.608317, Lng: -83.780881), Route carried "on" structure: US 129, Year Built: 2017, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 10,200 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 11,160 (year 2032), Design Load: HS 20+Mod, Features Intersected: TESNATEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 13.17m (43.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $31,968,000, Roadway Improvement Cost: $3,197,000, Total Project Cost: $47,952,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3115049, Location: 1.2 MI WEST OF CLEVELAND (Lat: 34.608400, Lng: -83.781117), Route carried "on" structure: US 129, Year Built: 2017, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 10,200 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 11,160 (year 2032), Design Load: HS 20+Mod, Features Intersected: TESNATEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Very good, Superstructure: Very 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 13.17m (43.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $31,968,000, Roadway Improvement Cost: $3,197,000, Total Project Cost: $47,952,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3115049, Location: 1.2 MI WEST OF CLEVELAND (Lat: 34.608400, Lng: -83.781117), Route carried "on" structure: US 129, Year Built: 2017, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 10,200 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 11,160 (year 2032), Design Load: HS 20+Mod, Features Intersected: TESNATEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Very good, Superstructure: Very 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 13.17m (43.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $31,968,000, Roadway Improvement Cost: $3,197,000, Total Project Cost: $47,952,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 311505, Location: 1.4 MI NORTHWEST OF CLEVE (Lat: 34.609717, Lng: -83.778417), Route carried "on" structure: US 129, Year Built: 2017, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 10,200 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 15,700 (year 2032), Design Load: HS 20+Mod, Features Intersected: TESNATEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.44m (40.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $30,192,000, Roadway Improvement Cost: $3,019,000, Total Project Cost: $45,288,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 311505, Location: 1.4 MI NORTHWEST OF CLEVE (Lat: 34.609717, Lng: -83.778417), Route carried "on" structure: US 129, Year Built: 2017, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 10,200 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 15,700 (year 2032), Design Load: HS 20+Mod, Features Intersected: TESNATEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.44m (40.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $30,192,000, Roadway Improvement Cost: $3,019,000, Total Project Cost: $45,288,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3115051, Location: 1 MI WEST OF CLEVELAND (Lat: 34.599897, Lng: -83.780550), Route carried "on" structure: US 129, Year Built: 2017, Status: Open, Structure Length: 8.26m (27.10ft), Average Daily Traffic: 10,200 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 15,700 (year 2037), Design Load: HS 20+Mod, Features Intersected: JESS HUNT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.91m (32.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $24,050,000, Roadway Improvement Cost: $2,405,000, Total Project Cost: $36,075,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3115051, Location: 1 MI WEST OF CLEVELAND (Lat: 34.599897, Lng: -83.780550), Route carried "on" structure: US 129, Year Built: 2017, Status: Open, Structure Length: 8.26m (27.10ft), Average Daily Traffic: 10,200 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 15,700 (year 2037), Design Load: HS 20+Mod, Features Intersected: JESS HUNT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.91m (32.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $24,050,000, Roadway Improvement Cost: $2,405,000, Total Project Cost: $36,075,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3115052, Location: 1 MI WEST OF CLEVELAND (Lat: 34.599917, Lng: -83.780781), Route carried "on" structure: US 129, Year Built: 2017, Status: Open, Structure Length: 8.26m (27.10ft), Average Daily Traffic: 10,200 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 15,700 (year 2037), Design Load: HS 20+Mod, Features Intersected: JESS HUNT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 68.0 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, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.91m (32.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $24,050,000, Roadway Improvement Cost: $2,405,000, Total Project Cost: $36,075,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3115052, Location: 1 MI WEST OF CLEVELAND (Lat: 34.599917, Lng: -83.780781), Route carried "on" structure: US 129, Year Built: 2017, Status: Open, Structure Length: 8.26m (27.10ft), Average Daily Traffic: 10,200 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 15,700 (year 2037), Design Load: HS 20+Mod, Features Intersected: JESS HUNT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 68.0 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, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.91m (32.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $24,050,000, Roadway Improvement Cost: $2,405,000, Total Project Cost: $36,075,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3115053, Location: 1.4 MI NORTHWEST OF CLEVE (Lat: 34.609517, Lng: -83.778317), Route carried "on" structure: US 129, Year Built: 2017, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 10,200 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 15,700 (year 2032), Design Load: HS 20+Mod, Features Intersected: TESNATEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.44m (40.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $30,192,000, Roadway Improvement Cost: $3,019,000, Total Project Cost: $45,288,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3115053, Location: 1.4 MI NORTHWEST OF CLEVE (Lat: 34.609517, Lng: -83.778317), Route carried "on" structure: US 129, Year Built: 2017, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 10,200 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 15,700 (year 2032), Design Load: HS 20+Mod, Features Intersected: TESNATEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.44m (40.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $30,192,000, Roadway Improvement Cost: $3,019,000, Total Project Cost: $45,288,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3115051, Location: 1 MI WEST OF CLEVELAND (Lat: 34.599897, Lng: -83.780550), Route carried "under" structure: County highway 115, Structure Length: 0. m, Truck Traffic: 1%, Features Intersected: SR 962 NBL (US129), Facility Carried by Structure: US 129/SR 962(NBL)
Minimum Vertical Clearance: 13.15m (43.14ft), Kilometerpoint: 0.000, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 3115051, Location: 1 MI WEST OF CLEVELAND (Lat: 34.599897, Lng: -83.780550), Route carried "under" structure: County highway 115, Structure Length: 0. m, Truck Traffic: 1%, Features Intersected: SR 962 NBL (US129), Facility Carried by Structure: US 129/SR 962(NBL)
Minimum Vertical Clearance: 13.15m (43.14ft), Kilometerpoint: 0.000, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 3115052, Location: 1 MI WEST OF CLEVELAND (Lat: 34.599917, Lng: -83.780781), Route carried "under" structure: County highway 115, Structure Length: 0. m, Truck Traffic: 1%, Features Intersected: SR 962 SBL (US129), Facility Carried by Structure: US129 / SR962(SBL)
Minimum Vertical Clearance: 13.15m (43.14ft), Kilometerpoint: 0.000, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 3115052, Location: 1 MI WEST OF CLEVELAND (Lat: 34.599917, Lng: -83.780781), Route carried "under" structure: County highway 115, Structure Length: 0. m, Truck Traffic: 1%, Features Intersected: SR 962 SBL (US129), Facility Carried by Structure: US129 / SR962(SBL)
Minimum Vertical Clearance: 13.15m (43.14ft), Kilometerpoint: 0.000, Lanes on structure: 2, Length of Maximum Span: 0.0m