Bridge Statistics for Milledgeville, Tennessee (TN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 164ft / 50.0mTotal length
- $4,256,000Total costs
- 27,135Total average daily traffic
- 1,759Total average daily truck traffic
- 41,524Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Milledgeville
- No street view available for this location
- New bridges - historical statistics
- 51950-1959
- 11960-1969
- 11970-1979
- 21980-1989
- 21990-1999
- 32010-2019
- Bridge Condition - Deck
- 36.4%Good
- 45.5%Satisfactory
- 18.2%Fair
- Bridge Condition - Superstructure
- 9.1%Very good
- 27.3%Good
- 36.4%Satisfactory
- 27.3%Fair
- Bridge Condition - Substructure
- 18.2%Good
- 54.5%Satisfactory
- 27.3%Fair
- Bridge Condition - Channel
- 28.6%Good
- 71.4%Satisfactory
- Bridge Condition - Culverts
- 33.3%Good
- 66.7%Satisfactory
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Structure Number: 12SR0220003, Location: 3.70 MI.N. MCNAIRY CO.LN. (Lat: 35.433833, Lng: -88.372083), Route carried "on" structure: State highway 22, Year Built: 1958, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 3,991 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,386 (year 2041), Design Load: HS 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.955, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12SR0220003, Location: 3.70 MI.N. MCNAIRY CO.LN. (Lat: 35.433833, Lng: -88.372083), Route carried "on" structure: State highway 22, Year Built: 1958, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 3,991 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,386 (year 2041), Design Load: HS 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.955, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 12SR0220005, Location: 3.91 MI.N. MCNAIRY CO.LN. (Lat: 35.436722, Lng: -88.371917), Route carried "on" structure: State highway 22, Year Built: 1958, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 3,991 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,386 (year 2041), Design Load: HS 20, Features Intersected: MIDDLETONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.293, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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, Length Of Structure Improvement: 6.52m (21.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $387,000, Roadway Improvement Cost: $39,000, Total Project Cost: $581,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12SR0220005, Location: 3.91 MI.N. MCNAIRY CO.LN. (Lat: 35.436722, Lng: -88.371917), Route carried "on" structure: State highway 22, Year Built: 1958, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 3,991 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,386 (year 2041), Design Load: HS 20, Features Intersected: MIDDLETONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.293, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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, Length Of Structure Improvement: 6.52m (21.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $387,000, Roadway Improvement Cost: $39,000, Total Project Cost: $581,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 36017540001, Location: FELLOWSHIP RD (Lat: 35.417194, Lng: -88.344083), Route carried "on" structure: County highway 1754, Year Built: 1960, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 143 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 176 (year 2040), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.577, 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: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $66,000, Roadway Improvement Cost: $7,000, Total Project Cost: $100,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 36017540001, Location: FELLOWSHIP RD (Lat: 35.417194, Lng: -88.344083), Route carried "on" structure: County highway 1754, Year Built: 1960, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 143 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 176 (year 2040), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.577, 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: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $66,000, Roadway Improvement Cost: $7,000, Total Project Cost: $100,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 36017540003, Location: FELLOWSHIP RD (Lat: 35.416306, Lng: -88.360889), Route carried "on" structure: County highway 1754, Year Built: 1970, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 143 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 208 (year 2040), Design Load: H 15, Features Intersected: MIDDLETON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, 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: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Bridge Improvement Cost: $127,000, Roadway Improvement Cost: $13,000, Total Project Cost: $191,000 ( Estimate for 2020), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 36017540003, Location: FELLOWSHIP RD (Lat: 35.416306, Lng: -88.360889), Route carried "on" structure: County highway 1754, Year Built: 1970, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 143 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 208 (year 2040), Design Load: H 15, Features Intersected: MIDDLETON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, 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: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Bridge Improvement Cost: $127,000, Roadway Improvement Cost: $13,000, Total Project Cost: $191,000 ( Estimate for 2020), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 360A2520001, Location: MARTIN RD NORTH SR 69 (Lat: 35.387750, Lng: -88.347472), Route carried "on" structure: County highway 252, Year Built: 2016, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 50 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 80 (year 2040), Features Intersected: SHORT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.382, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.7m (15.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 360A2520001, Location: MARTIN RD NORTH SR 69 (Lat: 35.387750, Lng: -88.347472), Route carried "on" structure: County highway 252, Year Built: 2016, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 50 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 80 (year 2040), Features Intersected: SHORT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.382, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.7m (15.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 360A2520003, Location: MARTIN RD NORTH SR 69 (Lat: 35.387972, Lng: -88.342167), Route carried "on" structure: County highway 252, Year Built: 2016, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 50 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 80 (year 2040), Features Intersected: MIDDLETON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.867, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 360A2520003, Location: MARTIN RD NORTH SR 69 (Lat: 35.387972, Lng: -88.342167), Route carried "on" structure: County highway 252, Year Built: 2016, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 50 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 80 (year 2040), Features Intersected: MIDDLETON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.867, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 360A2520005, Location: MARTIN RD NORTH SR 69 (Lat: 35.387972, Lng: -88.342167), Route carried "on" structure: County highway 252, Year Built: 2019, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 50 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 80 (year 2040), Features Intersected: MIDDLETON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.107, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 360A2520005, Location: MARTIN RD NORTH SR 69 (Lat: 35.387972, Lng: -88.342167), Route carried "on" structure: County highway 252, Year Built: 2019, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 50 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 80 (year 2040), Features Intersected: MIDDLETON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.107, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 36SR0690025, Location: 7 MILES WEST OF SALTILLO (Lat: 35.372583, Lng: -88.339556), Route carried "on" structure: State highway 69, Year Built: 1987, Status: Open, Structure Length: 14.75m (48.39ft), Average Daily Traffic: 1,252 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,760 (year 2040), Design Load: HS 20, Features Intersected: MIDDLETON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.140, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 36SR0690025, Location: 7 MILES WEST OF SALTILLO (Lat: 35.372583, Lng: -88.339556), Route carried "on" structure: State highway 69, Year Built: 1987, Status: Open, Structure Length: 14.75m (48.39ft), Average Daily Traffic: 1,252 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,760 (year 2040), Design Load: HS 20, Features Intersected: MIDDLETON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.140, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 550A1700001, Location: 1 MI S OF CHESTER CO. (Lat: 35.372550, Lng: -88.384889), Route carried "on" structure: County highway 170, Year Built: 1987, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 30 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 48 (year 2040), Design Load: HS 20, Features Intersected: WHITE OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.996, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 550A1700001, Location: 1 MI S OF CHESTER CO. (Lat: 35.372550, Lng: -88.384889), Route carried "on" structure: County highway 170, Year Built: 1987, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 30 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 48 (year 2040), Design Load: HS 20, Features Intersected: WHITE OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.996, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 55SR0220011, Location: NEAR MILLEDGEVILLE (Lat: 35.359056, Lng: -88.366889), Route carried "on" structure: State highway 22, Year Built: 1958, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 4,977 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 7,600 (year 2040), Design Load: HS 20, Features Intersected: SAM BISHOP DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.291, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $16,000, Total Project Cost: $235,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 55SR0220011, Location: NEAR MILLEDGEVILLE (Lat: 35.359056, Lng: -88.366889), Route carried "on" structure: State highway 22, Year Built: 1958, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 4,977 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 7,600 (year 2040), Design Load: HS 20, Features Intersected: SAM BISHOP DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.291, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $16,000, Total Project Cost: $235,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 55SR0220013, Location: 3 MI. S. OF MILLEDGEVILLE (Lat: 35.362139, Lng: -88.366139), Route carried "on" structure: State highway 22, Year Built: 1958, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 4,977 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 7,600 (year 2040), Design Load: HS 20, Features Intersected: WHITE OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.629, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.14m (23.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,732,000, Roadway Improvement Cost: $174,000, Total Project Cost: $2,599,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 55SR0220013, Location: 3 MI. S. OF MILLEDGEVILLE (Lat: 35.362139, Lng: -88.366139), Route carried "on" structure: State highway 22, Year Built: 1958, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 4,977 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 7,600 (year 2040), Design Load: HS 20, Features Intersected: WHITE OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.629, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.14m (23.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,732,000, Roadway Improvement Cost: $174,000, Total Project Cost: $2,599,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 55SR0220015, Location: NEAR MILLEDGEVILLE (Lat: 35.365861, Lng: -88.365889), Route carried "on" structure: State highway 22, Year Built: 1958, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 4,977 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 7,600 (year 2040), Design Load: HS 20, Features Intersected: N. FORK WHITE OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 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, Length Of Structure Improvement: 5.21m (17.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $366,000, Roadway Improvement Cost: $37,000, Total Project Cost: $550,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 55SR0220015, Location: NEAR MILLEDGEVILLE (Lat: 35.365861, Lng: -88.365889), Route carried "on" structure: State highway 22, Year Built: 1958, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 4,977 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 7,600 (year 2040), Design Load: HS 20, Features Intersected: N. FORK WHITE OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 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, Length Of Structure Improvement: 5.21m (17.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $366,000, Roadway Improvement Cost: $37,000, Total Project Cost: $550,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 55SR0690001, Location: SOUTH OF MILLEDGEVILLE (Lat: 35.357667, Lng: -88.366361), Route carried "on" structure: State highway 69, Year Built: 1998, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 1,252 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,760 (year 2040), Design Load: HS 20, Features Intersected: OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 55SR0690001, Location: SOUTH OF MILLEDGEVILLE (Lat: 35.357667, Lng: -88.366361), Route carried "on" structure: State highway 69, Year Built: 1998, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 1,252 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,760 (year 2040), Design Load: HS 20, Features Intersected: OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 55SR0690003, Location: S.E. OF SR 22 (Lat: 35.356500, Lng: -88.364861), Route carried "on" structure: State highway 69, Year Built: 1998, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 1,252 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,760 (year 2040), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 55SR0690003, Location: S.E. OF SR 22 (Lat: 35.356500, Lng: -88.364861), Route carried "on" structure: State highway 69, Year Built: 1998, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 1,252 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,760 (year 2040), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing