Bridge Statistics for Cohutta, Georgia (GA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 85ft / 26.4mTotal length
- $13,952,000Total costs
- 17,600Total average daily traffic
- 173Total average daily truck traffic
- 26,400Total future (year 2031) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Cohutta
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 21960-1969
- 41970-1979
- 11980-1989
- 31990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 10.0%Very good
- 60.0%Good
- 30.0%Fair
- Bridge Condition - Superstructure
- 10.0%Very good
- 50.0%Good
- 20.0%Satisfactory
- 10.0%Fair
- 10.0%Poor
- Bridge Condition - Substructure
- 20.0%Very good
- 30.0%Good
- 20.0%Satisfactory
- 20.0%Fair
- 10.0%Poor
- Bridge Condition - Channel
- 71.4%Very good
- 21.4%Good
- 7.1%Satisfactory
- Bridge Condition - Culverts
- 75.0%Good
- 25.0%Fair
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Structure Number: 47005, Location: 4.5 MI EAST OF RINGGOLD (Lat: 34.928139, Lng: -85.031400), Route carried "on" structure: County highway 1286, Year Built: 1967, Status: Posted for load, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 1,080 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,620 (year 2031), Features Intersected: LITTLE TIGER CREEK, Facility Carried by Structure: KEITH 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Very good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 11.34m (37.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: November 2021, Other Special Inspection Date: November 2020, Bridge Improvement Cost: $629,000, Roadway Improvement Cost: $63,000, Total Project Cost: $944,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 47005, Location: 4.5 MI EAST OF RINGGOLD (Lat: 34.928139, Lng: -85.031400), Route carried "on" structure: County highway 1286, Year Built: 1967, Status: Posted for load, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 1,080 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 1,620 (year 2031), Features Intersected: LITTLE TIGER CREEK, Facility Carried by Structure: KEITH 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Very good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 11.34m (37.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: November 2021, Other Special Inspection Date: November 2020, Bridge Improvement Cost: $629,000, Roadway Improvement Cost: $63,000, Total Project Cost: $944,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 475017, Location: 6 MI NE OF RINGGOLD (Lat: 34.952639, Lng: -84.997478), Route carried "on" structure: County highway 219, Year Built: 1979, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 160 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 240 (year 2031), Features Intersected: CAT CREEK, Facility Carried by Structure: STEWART ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 58.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $16,000, Total Project Cost: $234,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 475017, Location: 6 MI NE OF RINGGOLD (Lat: 34.952639, Lng: -84.997478), Route carried "on" structure: County highway 219, Year Built: 1979, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 160 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 240 (year 2031), Features Intersected: CAT CREEK, Facility Carried by Structure: STEWART ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 58.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $16,000, Total Project Cost: $234,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 475019, Location: 5.8 MI NE OF RINGGOLD (Lat: 34.931208, Lng: -85.008389), Route carried "on" structure: County highway 223, Year Built: 1977, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 150 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 225 (year 2031), Features Intersected: LITTLE CREEK, Facility Carried by Structure: HEADRICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: January 2022, Bridge Improvement Cost: $137,000, Roadway Improvement Cost: $14,000, Total Project Cost: $205,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 475019, Location: 5.8 MI NE OF RINGGOLD (Lat: 34.931208, Lng: -85.008389), Route carried "on" structure: County highway 223, Year Built: 1977, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 150 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 225 (year 2031), Features Intersected: LITTLE CREEK, Facility Carried by Structure: HEADRICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: January 2022, Bridge Improvement Cost: $137,000, Roadway Improvement Cost: $14,000, Total Project Cost: $205,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 475035, Location: 5.9 MI. NE OF RINGGOLD (Lat: 34.929739, Lng: -85.007000), Route carried "on" structure: County highway 221, Year Built: 1994, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 420 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 630 (year 2031), Design Load: HS 20+Mod, Features Intersected: TIGER CREEK, Facility Carried by Structure: STEWART ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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: 475035, Location: 5.9 MI. NE OF RINGGOLD (Lat: 34.929739, Lng: -85.007000), Route carried "on" structure: County highway 221, Year Built: 1994, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 420 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 630 (year 2031), Design Load: HS 20+Mod, Features Intersected: TIGER CREEK, Facility Carried by Structure: STEWART ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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: 3130077, Location: 5.8 MI N OF VARNELL (Lat: 34.977111, Lng: -84.933119), Route carried "on" structure: State highway 71, Year Built: 1992, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 4,000 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 6,000 (year 2031), Design Load: HS 20+Mod, Features Intersected: MILLS 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: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 80.7 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $191,000, Roadway Improvement Cost: $19,000, Total Project Cost: $287,000
Structure Number: 3130077, Location: 5.8 MI N OF VARNELL (Lat: 34.977111, Lng: -84.933119), Route carried "on" structure: State highway 71, Year Built: 1992, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 4,000 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 6,000 (year 2031), Design Load: HS 20+Mod, Features Intersected: MILLS 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: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 80.7 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $191,000, Roadway Improvement Cost: $19,000, Total Project Cost: $287,000
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Structure Number: 3135022, Location: 3 MI SE OF COHUTTA (Lat: 34.944269, Lng: -84.905328), Route carried "on" structure: County highway 183, Year Built: 1930, Year Reconstructed: 1961, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: H 15, Features Intersected: COAHULLA CREEK, Facility Carried by Structure: BEAVERDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 67.1 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: July 2019, Bridge Improvement Cost: $313,000, Roadway Improvement Cost: $31,000, Total Project Cost: $469,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3135022, Location: 3 MI SE OF COHUTTA (Lat: 34.944269, Lng: -84.905328), Route carried "on" structure: County highway 183, Year Built: 1930, Year Reconstructed: 1961, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: H 15, Features Intersected: COAHULLA CREEK, Facility Carried by Structure: BEAVERDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 67.1 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: July 2019, Bridge Improvement Cost: $313,000, Roadway Improvement Cost: $31,000, Total Project Cost: $469,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3135023, Location: 1.9 MI NE OF COHUTTA (Lat: 34.975369, Lng: -84.930197), Route carried "on" structure: County highway 188, Year Built: 1988, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: H 15, Features Intersected: MILLS CREEK, Facility Carried by Structure: OLD DALTON/CLEVELA
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: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Very good, Culverts: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $18,000, Total Project Cost: $270,000
Structure Number: 3135023, Location: 1.9 MI NE OF COHUTTA (Lat: 34.975369, Lng: -84.930197), Route carried "on" structure: County highway 188, Year Built: 1988, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: H 15, Features Intersected: MILLS CREEK, Facility Carried by Structure: OLD DALTON/CLEVELA
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: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Very good, Culverts: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $18,000, Total Project Cost: $270,000
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Structure Number: 3135024, Location: 1.8 MI N OF COHUTTA (Lat: 34.983186, Lng: -84.941558), Route carried "on" structure: County highway 189, Year Built: 1971, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Features Intersected: MILLS CREEK, Facility Carried by Structure: WILSON-CALDWELL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $117,000, Roadway Improvement Cost: $12,000, Total Project Cost: $176,000, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3135024, Location: 1.8 MI N OF COHUTTA (Lat: 34.983186, Lng: -84.941558), Route carried "on" structure: County highway 189, Year Built: 1971, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Features Intersected: MILLS CREEK, Facility Carried by Structure: WILSON-CALDWELL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $117,000, Roadway Improvement Cost: $12,000, Total Project Cost: $176,000, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3135026, Location: 4.3 MI NE OF COHUTTA (Lat: 34.985469, Lng: -84.886978), Route carried "on" structure: County highway 194, Year Built: 1991, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Features Intersected: COAHULLA CREEK, Facility Carried by Structure: EMERSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $266,000, Roadway Improvement Cost: $27,000, Total Project Cost: $399,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3135026, Location: 4.3 MI NE OF COHUTTA (Lat: 34.985469, Lng: -84.886978), Route carried "on" structure: County highway 194, Year Built: 1991, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Features Intersected: COAHULLA CREEK, Facility Carried by Structure: EMERSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $266,000, Roadway Improvement Cost: $27,000, Total Project Cost: $399,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3135028, Location: 1.9 MI E OF COHUTTA (Lat: 34.967769, Lng: -84.921078), Route carried "on" structure: County highway 195, Year Built: 1969, Status: Posted for load, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: H 15, Features Intersected: MILLS CREEK, Facility Carried by Structure: PUTNAM 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: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 8.08m (26.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $211,000, Roadway Improvement Cost: $21,000, Total Project Cost: $316,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3135028, Location: 1.9 MI E OF COHUTTA (Lat: 34.967769, Lng: -84.921078), Route carried "on" structure: County highway 195, Year Built: 1969, Status: Posted for load, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: H 15, Features Intersected: MILLS CREEK, Facility Carried by Structure: PUTNAM 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: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 8.08m (26.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $211,000, Roadway Improvement Cost: $21,000, Total Project Cost: $316,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3135029, Location: 3.8 MI E OF COHUTTA (Lat: 34.964556, Lng: -84.889761), Route carried "on" structure: County highway 197, Year Built: 1978, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Features Intersected: COAHULLA CREEK, Facility Carried by Structure: HOPEWELL 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.0m, Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: July 2019, Bridge Improvement Cost: $383,000, Roadway Improvement Cost: $38,000, Total Project Cost: $574,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3135029, Location: 3.8 MI E OF COHUTTA (Lat: 34.964556, Lng: -84.889761), Route carried "on" structure: County highway 197, Year Built: 1978, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Features Intersected: COAHULLA CREEK, Facility Carried by Structure: HOPEWELL 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.0m, Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: July 2019, Bridge Improvement Cost: $383,000, Roadway Improvement Cost: $38,000, Total Project Cost: $574,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3135085, Location: 3.8 MI N OF VARNELL (Lat: 34.950044, Lng: -84.940494), Route carried "on" structure: State highway 71, Year Built: 2001, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 7,100 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 10,650 (year 2031), Design Load: HS 20+Mod, Features Intersected: WILSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.703, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), 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: Very good, Culverts: Good, Operating Rating: 96.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $256,000, Roadway Improvement Cost: $26,000, Total Project Cost: $384,000
Structure Number: 3135085, Location: 3.8 MI N OF VARNELL (Lat: 34.950044, Lng: -84.940494), Route carried "on" structure: State highway 71, Year Built: 2001, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 7,100 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 10,650 (year 2031), Design Load: HS 20+Mod, Features Intersected: WILSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.703, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), 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: Very good, Culverts: Good, Operating Rating: 96.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.1 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $256,000, Roadway Improvement Cost: $26,000, Total Project Cost: $384,000
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Structure Number: 3135089, Location: 2 MI E OF COHUTTA (Lat: 34.968608, Lng: -84.923878), Route carried "on" structure: County highway 191, Year Built: 2005, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 20, Features Intersected: MILLS CREEK, Facility Carried by Structure: HOPEWELL CH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 36.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $223,000, Roadway Improvement Cost: $22,000, Total Project Cost: $334,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3135089, Location: 2 MI E OF COHUTTA (Lat: 34.968608, Lng: -84.923878), Route carried "on" structure: County highway 191, Year Built: 2005, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2031), Design Load: HS 20, Features Intersected: MILLS CREEK, Facility Carried by Structure: HOPEWELL CH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 36.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $223,000, Roadway Improvement Cost: $22,000, Total Project Cost: $334,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3135092, Location: 3 MI SW OF COHUTTA (Lat: 34.938844, Lng: -84.990678), Route carried "on" structure: County highway 209, Year Built: 2016, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20, Features Intersected: TIGER CREEK, Facility Carried by Structure: SCOTT 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: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $6,068,000, Roadway Improvement Cost: $607,000, Total Project Cost: $9,102,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3135092, Location: 3 MI SW OF COHUTTA (Lat: 34.938844, Lng: -84.990678), Route carried "on" structure: County highway 209, Year Built: 2016, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 490 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 735 (year 2032), Design Load: HS 20, Features Intersected: TIGER CREEK, Facility Carried by Structure: SCOTT 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: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $6,068,000, Roadway Improvement Cost: $607,000, Total Project Cost: $9,102,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place