Bridge Statistics for Milan, Tennessee (TN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 41930-1939
- 41950-1959
- 11960-1969
- 151970-1979
- 131980-1989
- 121990-1999
- 42000-2009
- 62010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 11970-1979
- 01980-1989
- 21990-1999
- Bridge Condition - Deck
- 5.0%Very good
- 52.5%Good
- 30.0%Satisfactory
- 10.0%Fair
- 2.5%Poor
- Bridge Condition - Superstructure
- 12.5%Very good
- 22.5%Good
- 40.0%Satisfactory
- 22.5%Fair
- 2.5%Serious
- Bridge Condition - Substructure
- 7.5%Very good
- 37.5%Good
- 30.0%Satisfactory
- 22.5%Fair
- 2.5%Poor
- Bridge Condition - Channel
- 20.4%Good
- 68.5%Satisfactory
- 9.3%Fair
- 1.9%Poor
- Bridge Condition - Culverts
- 29.4%Good
- 41.2%Satisfactory
- 23.5%Fair
- 5.9%Poor
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Structure Number: 9SR1040001, Location: ON GROUNDS MILAN ARSENAL (Lat: 35.910111, Lng: -88.686222), Route carried "on" structure: State highway 104, Year Built: 1950, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,348 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,048 (year 2039), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.239, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.0 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: 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: July 2021
Structure Number: 9SR1040001, Location: ON GROUNDS MILAN ARSENAL (Lat: 35.910111, Lng: -88.686222), Route carried "on" structure: State highway 104, Year Built: 1950, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,348 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,048 (year 2039), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.239, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.0 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: 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: July 2021
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Structure Number: 27008530003, Location: 3.3 MI N JCT SR43&SR77 (Lat: 35.967944, Lng: -88.751917), Route carried "on" structure: County highway 853, Year Built: 1980, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 791 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,760 (year 2039), Design Load: HS 20, Features Intersected: RUTHERFORD FK. OBION RIV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.122, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.0 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27008530003, Location: 3.3 MI N JCT SR43&SR77 (Lat: 35.967944, Lng: -88.751917), Route carried "on" structure: County highway 853, Year Built: 1980, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 791 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,760 (year 2039), Design Load: HS 20, Features Intersected: RUTHERFORD FK. OBION RIV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.122, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.0 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27008600003, Location: 5.0 MI NW JCT SR43&SR77 (Lat: 35.976639, Lng: -88.815167), Route carried "on" structure: County highway 860, Year Built: 1984, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 1,084 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,984 (year 2040), Design Load: HS 20, Features Intersected: ADAMS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.095, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.2m (33.5ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.1 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27008600003, Location: 5.0 MI NW JCT SR43&SR77 (Lat: 35.976639, Lng: -88.815167), Route carried "on" structure: County highway 860, Year Built: 1984, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 1,084 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,984 (year 2040), Design Load: HS 20, Features Intersected: ADAMS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.095, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.2m (33.5ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.1 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27008600005, Location: 5.0 MI NW JCT SR43&SR77 (Lat: 35.976583, Lng: -88.814583), Route carried "on" structure: County highway 860, Year Built: 1984, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 1,084 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,984 (year 2040), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.143, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.9m (65.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.0 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27008600005, Location: 5.0 MI NW JCT SR43&SR77 (Lat: 35.976583, Lng: -88.814583), Route carried "on" structure: County highway 860, Year Built: 1984, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 1,084 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,984 (year 2040), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.143, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.9m (65.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.0 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27008600007, Location: 3.9 MI N JCT SR43&SR77 (Lat: 35.977528, Lng: -88.772972), Route carried "on" structure: County highway 860, Year Built: 1991, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 888 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,632 (year 2040), Design Load: HS 20, Features Intersected: OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.022, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.4m (50.5ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.5 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27008600007, Location: 3.9 MI N JCT SR43&SR77 (Lat: 35.977528, Lng: -88.772972), Route carried "on" structure: County highway 860, Year Built: 1991, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 888 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,632 (year 2040), Design Load: HS 20, Features Intersected: OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.022, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.4m (50.5ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.5 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, 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: 27008600009, Location: 4.1 MI NW JCT SR43&SR77 (Lat: 35.978750, Lng: -88.771833), Route carried "on" structure: County highway 860, Year Built: 1984, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 888 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,632 (year 2040), Design Load: HS 20, Features Intersected: RUTHERFORD FK. OBION RIV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.199, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.6 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.39m (14.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $769,000, Roadway Improvement Cost: $77,000, Total Project Cost: $1,154,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27008600009, Location: 4.1 MI NW JCT SR43&SR77 (Lat: 35.978750, Lng: -88.771833), Route carried "on" structure: County highway 860, Year Built: 1984, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 888 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,632 (year 2040), Design Load: HS 20, Features Intersected: RUTHERFORD FK. OBION RIV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.199, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.6 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.39m (14.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $769,000, Roadway Improvement Cost: $77,000, Total Project Cost: $1,154,000 ( Estimate for 2020), 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: 27008600011, Location: 4.1 MI N JCT SR43&SR77 (Lat: 35.980167, Lng: -88.765944), Route carried "on" structure: County highway 860, Year Built: 1990, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 888 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,632 (year 2040), Design Load: HS 20, Features Intersected: BROWNING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.794, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 72.9 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27008600011, Location: 4.1 MI N JCT SR43&SR77 (Lat: 35.980167, Lng: -88.765944), Route carried "on" structure: County highway 860, Year Built: 1990, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 888 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,632 (year 2040), Design Load: HS 20, Features Intersected: BROWNING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.794, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 72.9 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 27008600013, Location: 3.6 MI NE JCT SR43&SR77 (Lat: 35.977500, Lng: -88.756306), Route carried "on" structure: County highway 860, Year Built: 2001, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 888 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,632 (year 2040), Design Load: HS 20, Features Intersected: ROBERTSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.744, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 5 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: 15.2m (49.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 63.0 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27008600013, Location: 3.6 MI NE JCT SR43&SR77 (Lat: 35.977500, Lng: -88.756306), Route carried "on" structure: County highway 860, Year Built: 2001, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 888 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,632 (year 2040), Design Load: HS 20, Features Intersected: ROBERTSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.744, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 5 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: 15.2m (49.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 63.0 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 27008600019, Location: 2.5 MI NW JCT SR43&SR426 (Lat: 35.975278, Lng: -88.777528), Route carried "on" structure: County highway 860, Year Built: 2020, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 888 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,632 (year 2040), Design Load: HL 93, Features Intersected: MAYS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.523, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27008600019, Location: 2.5 MI NW JCT SR43&SR426 (Lat: 35.975278, Lng: -88.777528), Route carried "on" structure: County highway 860, Year Built: 2020, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 888 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,632 (year 2040), Design Load: HL 93, Features Intersected: MAYS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.523, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 27015820001, Location: 4.5 MI NW JCT SR5&SR152 (Lat: 35.874250, Lng: -88.969639), Route carried "on" structure: County highway 1582, Year Built: 2002, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 205 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 328 (year 2041), Design Load: H 15, Features Intersected: BR MID FORK FORKED DEER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.263, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 30.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $352,000, Roadway Improvement Cost: $36,000, Total Project Cost: $529,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27015820001, Location: 4.5 MI NW JCT SR5&SR152 (Lat: 35.874250, Lng: -88.969639), Route carried "on" structure: County highway 1582, Year Built: 2002, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 205 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 328 (year 2041), Design Load: H 15, Features Intersected: BR MID FORK FORKED DEER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.263, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 30.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $352,000, Roadway Improvement Cost: $36,000, Total Project Cost: $529,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27015840001, Location: 0.3 M W JCT SR187&SR43 (Lat: 35.880222, Lng: -88.749333), Route carried "on" structure: State highway 187, Year Built: 1986, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 2,124 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,600 (year 2039), Design Load: HS 20, Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.312, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.5m (21.3ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Satisfactory, 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27015840001, Location: 0.3 M W JCT SR187&SR43 (Lat: 35.880222, Lng: -88.749333), Route carried "on" structure: State highway 187, Year Built: 1986, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 2,124 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,600 (year 2039), Design Load: HS 20, Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.312, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.5m (21.3ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Satisfactory, 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27015850001, Location: IN CITY OF MILAN (Lat: 35.929417, Lng: -88.750806), Route carried "on" structure: City street 112, Year Built: 1975, Status: Posted for load, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 900 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 1,440 (year 2040), Design Load: H 15, Features Intersected: ROE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.094, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.69m (8.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $550,000, Roadway Improvement Cost: $56,000, Total Project Cost: $826,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27015850001, Location: IN CITY OF MILAN (Lat: 35.929417, Lng: -88.750806), Route carried "on" structure: City street 112, Year Built: 1975, Status: Posted for load, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 900 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 1,440 (year 2040), Design Load: H 15, Features Intersected: ROE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.094, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.69m (8.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $550,000, Roadway Improvement Cost: $56,000, Total Project Cost: $826,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27015850003, Location: 1 MI NE JCT SR43&SR77 (Lat: 35.948972, Lng: -88.743694), Route carried "on" structure: County highway 1585, Year Built: 1970, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 149 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 112 (year 2039), Design Load: H 20, Features Intersected: BRANCH OF RUTHERFORD FOR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 53.5 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: Better than 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: June 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27015850003, Location: 1 MI NE JCT SR43&SR77 (Lat: 35.948972, Lng: -88.743694), Route carried "on" structure: County highway 1585, Year Built: 1970, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 149 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 112 (year 2039), Design Load: H 20, Features Intersected: BRANCH OF RUTHERFORD FOR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 53.5 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: Better than 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: June 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27015850005, Location: 3.4 MI NE JCT SR43&SR77 (Lat: 35.958056, Lng: -88.737972), Route carried "on" structure: County highway 1585, Year Built: 1971, Year Reconstructed: 1998, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 149 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 112 (year 2040), Design Load: H 15, Features Intersected: OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.189, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 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: Somewhat better than minimum adequacy, 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: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $321,000, Roadway Improvement Cost: $33,000, Total Project Cost: $482,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 27015850005, Location: 3.4 MI NE JCT SR43&SR77 (Lat: 35.958056, Lng: -88.737972), Route carried "on" structure: County highway 1585, Year Built: 1971, Year Reconstructed: 1998, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 149 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 112 (year 2040), Design Load: H 15, Features Intersected: OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.189, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 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: Somewhat better than minimum adequacy, 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: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $321,000, Roadway Improvement Cost: $33,000, Total Project Cost: $482,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 27015850011, Location: 3.6 MI NE JCT SR43&SR77 (Lat: 35.961972, Lng: -88.733667), Route carried "on" structure: County highway 1585, Year Built: 1987, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 149 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 112 (year 2039), Design Load: HS 20, Features Intersected: RUTHERFORD FK OF OBION R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.784, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 15.8m (51.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 37.9 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: Somewhat better than minimum adequacy, 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: June 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 27015850011, Location: 3.6 MI NE JCT SR43&SR77 (Lat: 35.961972, Lng: -88.733667), Route carried "on" structure: County highway 1585, Year Built: 1987, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 149 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 112 (year 2039), Design Load: HS 20, Features Intersected: RUTHERFORD FK OF OBION R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.784, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 15.8m (51.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 37.9 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: Somewhat better than minimum adequacy, 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: June 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 27015880003, Location: 3.9 MI NW JCT SR43&SR187 (Lat: 35.899778, Lng: -88.810472), Route carried "on" structure: County highway 1588, Year Built: 2007, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,125 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,680 (year 2040), Design Load: HS 20, Features Intersected: N. FORK OF FORKED DEER R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27015880003, Location: 3.9 MI NW JCT SR43&SR187 (Lat: 35.899778, Lng: -88.810472), Route carried "on" structure: County highway 1588, Year Built: 2007, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,125 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,680 (year 2040), Design Load: HS 20, Features Intersected: N. FORK OF FORKED DEER R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, 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: 27015880005, Location: 3.4 MI NW JCT SR43&SR187 (Lat: 35.900722, Lng: -88.802722), Route carried "on" structure: County highway 1588, Year Built: 1994, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 1,125 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,680 (year 2039), Design Load: HS 20, Features Intersected: BR OF N. FK. FORKED DEER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.557, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.5m (21.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27015880005, Location: 3.4 MI NW JCT SR43&SR187 (Lat: 35.900722, Lng: -88.802722), Route carried "on" structure: County highway 1588, Year Built: 1994, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 1,125 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,680 (year 2039), Design Load: HS 20, Features Intersected: BR OF N. FK. FORKED DEER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.557, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.5m (21.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 270A3350003, Location: 5.2 MI N JCT SR 43 &SR 77 (Lat: 35.995083, Lng: -88.763750), Route carried "on" structure: County highway 335, Year Built: 1983, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 150 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 240 (year 2039), Design Load: HS 20, Features Intersected: BROWNING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.616, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 54.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 270A3350003, Location: 5.2 MI N JCT SR 43 &SR 77 (Lat: 35.995083, Lng: -88.763750), Route carried "on" structure: County highway 335, Year Built: 1983, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 150 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 240 (year 2039), Design Load: HS 20, Features Intersected: BROWNING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.616, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 54.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 270A3580003, Location: 4.9 MI NW JCT SR43&SR77 (Lat: 35.982972, Lng: -88.800194), Route carried "on" structure: County highway 358, Year Built: 1995, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 70 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 112 (year 2040), Design Load: HS 20, Features Intersected: ADAMS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.442, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $163,000, Roadway Improvement Cost: $17,000, Total Project Cost: $245,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 270A3580003, Location: 4.9 MI NW JCT SR43&SR77 (Lat: 35.982972, Lng: -88.800194), Route carried "on" structure: County highway 358, Year Built: 1995, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 70 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 112 (year 2040), Design Load: HS 20, Features Intersected: ADAMS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.442, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $163,000, Roadway Improvement Cost: $17,000, Total Project Cost: $245,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 270A3790007, Location: 4.6 MI N JCT SR76&SR186 (Lat: 35.939556, Lng: -88.838056), Route carried "on" structure: County highway 379, Year Built: 1958, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 790 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,264 (year 2039), Design Load: HS 20, Features Intersected: BRANCH FORKED DEER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.651, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 61.9 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $13,000, Total Project Cost: $181,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 270A3790007, Location: 4.6 MI N JCT SR76&SR186 (Lat: 35.939556, Lng: -88.838056), Route carried "on" structure: County highway 379, Year Built: 1958, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 790 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,264 (year 2039), Design Load: HS 20, Features Intersected: BRANCH FORKED DEER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.651, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 61.9 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $13,000, Total Project Cost: $181,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 270A4970001, Location: 4.9 MI NW JCT SR43&SR77 (Lat: 35.971278, Lng: -88.823167), Route carried "on" structure: County highway 497, Year Built: 1995, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 160 (year 2040), Design Load: H 10, Features Intersected: ADAMS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.653, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 27.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, 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: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $167,000, Roadway Improvement Cost: $17,000, Total Project Cost: $251,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 270A4970001, Location: 4.9 MI NW JCT SR43&SR77 (Lat: 35.971278, Lng: -88.823167), Route carried "on" structure: County highway 497, Year Built: 1995, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 160 (year 2040), Design Load: H 10, Features Intersected: ADAMS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.653, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 27.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, 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: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $167,000, Roadway Improvement Cost: $17,000, Total Project Cost: $251,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 270A4970005, Location: 3.3 MI NW JCT SR43&SR77 (Lat: 35.958028, Lng: -88.796694), Route carried "on" structure: County highway 497, Year Built: 1987, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 160 (year 2039), Design Load: HS 20, Features Intersected: MAYO BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.036, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.0 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: 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: July 2021
Structure Number: 270A4970005, Location: 3.3 MI NW JCT SR43&SR77 (Lat: 35.958028, Lng: -88.796694), Route carried "on" structure: County highway 497, Year Built: 1987, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 160 (year 2039), Design Load: HS 20, Features Intersected: MAYO BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.036, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.0 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: 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: July 2021
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Structure Number: 270A4990001, Location: 1.6 MI NW JCT SR43&SR77 (Lat: 35.942083, Lng: -88.774028), Route carried "on" structure: County highway 499, Year Built: 1992, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 230 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 368 (year 2039), Design Load: HS 20, Features Intersected: FLIPPEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.653, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 270A4990001, Location: 1.6 MI NW JCT SR43&SR77 (Lat: 35.942083, Lng: -88.774028), Route carried "on" structure: County highway 499, Year Built: 1992, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 230 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 368 (year 2039), Design Load: HS 20, Features Intersected: FLIPPEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.653, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 270A5020001, Location: 2.7 MI N JCT SR43&SR77 (Lat: 35.959278, Lng: -88.750389), Route carried "on" structure: County highway 502, Year Built: 1974, Year Reconstructed: 1998, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 40 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 64 (year 2041), Design Load: H 15, Features Intersected: FLIPPEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.190, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 9.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, 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: 10.0 - 19.9% below), Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $18,000, Total Project Cost: $265,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 270A5020001, Location: 2.7 MI N JCT SR43&SR77 (Lat: 35.959278, Lng: -88.750389), Route carried "on" structure: County highway 502, Year Built: 1974, Year Reconstructed: 1998, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 40 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 64 (year 2041), Design Load: H 15, Features Intersected: FLIPPEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.190, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 9.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, 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: 10.0 - 19.9% below), Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $18,000, Total Project Cost: $265,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 270A6480001, Location: 3.5 MI SW JCT SR43&SR76 (Lat: 35.868250, Lng: -88.775472), Route carried "on" structure: County highway 648, Year Built: 1995, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 90 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 144 (year 2039), Design Load: HS 20, Features Intersected: N FORK OF FORKED DEER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.125, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: Better than present minimum criteria, Deck Geometry: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 270A6480001, Location: 3.5 MI SW JCT SR43&SR76 (Lat: 35.868250, Lng: -88.775472), Route carried "on" structure: County highway 648, Year Built: 1995, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 90 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 144 (year 2039), Design Load: HS 20, Features Intersected: N FORK OF FORKED DEER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.125, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: Better than present minimum criteria, Deck Geometry: 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 2021, 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: 270A7020001, Location: 2.8 MI NE JCT SR76&SR186 (Lat: 35.884467, Lng: -88.799139), Route carried "on" structure: County highway 702, Year Built: 1973, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 70 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 112 (year 2041), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.565, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 14.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, 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: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $132,000, Roadway Improvement Cost: $14,000, Total Project Cost: $199,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 270A7020001, Location: 2.8 MI NE JCT SR76&SR186 (Lat: 35.884467, Lng: -88.799139), Route carried "on" structure: County highway 702, Year Built: 1973, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 70 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 112 (year 2041), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.565, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 14.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, 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: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $132,000, Roadway Improvement Cost: $14,000, Total Project Cost: $199,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27L30130001, Location: IN MILAN CITY LIMITS (Lat: 35.936556, Lng: -88.735722), Route carried "on" structure: State highway 425, Year Built: 2005, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 978 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,176 (year 2039), Design Load: HS 20, Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.832, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.7m (18.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Channel: Satisfactory, 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, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27L30130001, Location: IN MILAN CITY LIMITS (Lat: 35.936556, Lng: -88.735722), Route carried "on" structure: State highway 425, Year Built: 2005, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 978 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,176 (year 2039), Design Load: HS 20, Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.832, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.7m (18.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Channel: Satisfactory, 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, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 27S80160001, Location: 3.2 MI NW JCT SR76&CARROL (Lat: 35.978500, Lng: -88.750167), Route carried "on" structure: County highway 853, Year Built: 1985, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 791 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,760 (year 2039), Design Load: HS 20, Features Intersected: ROBERTSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.329, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.3m (20.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Satisfactory, 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, 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, Inspection Date: June 2021
Structure Number: 27S80160001, Location: 3.2 MI NW JCT SR76&CARROL (Lat: 35.978500, Lng: -88.750167), Route carried "on" structure: County highway 853, Year Built: 1985, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 791 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,760 (year 2039), Design Load: HS 20, Features Intersected: ROBERTSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.329, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.3m (20.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Satisfactory, 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, 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, Inspection Date: June 2021
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Structure Number: 27SR0430003, Location: 2.8 MI S OF MILAN (Lat: 35.850667, Lng: -88.750944), Route carried "on" structure: US 45, Year Built: 1989, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 11,862 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 18,979 (year 2042), Design Load: HS 20, Features Intersected: I.C.G. RAILROAD, Facility Carried by Structure: FAP 43 299193E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.709, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 59.4 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27SR0430003, Location: 2.8 MI S OF MILAN (Lat: 35.850667, Lng: -88.750944), Route carried "on" structure: US 45, Year Built: 1989, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 11,862 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 18,979 (year 2042), Design Load: HS 20, Features Intersected: I.C.G. RAILROAD, Facility Carried by Structure: FAP 43 299193E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.709, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 59.4 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, 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: 27SR0430004, Location: 2.8 MI.S.OF MILAN (Lat: 35.851000, Lng: -88.751028), Route carried "on" structure: US 45, Year Built: 1969, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 11,862 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 18,979 (year 2042), Design Load: HS 20+Mod, Features Intersected: I.C.G. RAILROAD, Facility Carried by Structure: FAP 43 299193E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.741, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.55m (21.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,522,000, Roadway Improvement Cost: $153,000, Total Project Cost: $2,284,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27SR0430004, Location: 2.8 MI.S.OF MILAN (Lat: 35.851000, Lng: -88.751028), Route carried "on" structure: US 45, Year Built: 1969, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 11,862 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 18,979 (year 2042), Design Load: HS 20+Mod, Features Intersected: I.C.G. RAILROAD, Facility Carried by Structure: FAP 43 299193E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.741, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.55m (21.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,522,000, Roadway Improvement Cost: $153,000, Total Project Cost: $2,284,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27SR0430005, Location: .6 MI.S.OF MILAN (Lat: 35.887333, Lng: -88.747639), Route carried "on" structure: US 45, Year Built: 1975, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 17,708 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 28,333 (year 2042), Design Load: HS 20, Features Intersected: CLEAR CREEK, Facility Carried by Structure: FAP 43
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.893, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $241,000, Roadway Improvement Cost: $25,000, Total Project Cost: $362,000 ( Estimate for 2022)
Structure Number: 27SR0430005, Location: .6 MI.S.OF MILAN (Lat: 35.887333, Lng: -88.747639), Route carried "on" structure: US 45, Year Built: 1975, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 17,708 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 28,333 (year 2042), Design Load: HS 20, Features Intersected: CLEAR CREEK, Facility Carried by Structure: FAP 43
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.893, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $241,000, Roadway Improvement Cost: $25,000, Total Project Cost: $362,000 ( Estimate for 2022)
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Structure Number: 27SR0430007, Location: .5 MI.N.OF MILAN (Lat: 35.945250, Lng: -88.768139), Route carried "on" structure: US 45, Year Built: 1995, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 7,652 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 13,952 (year 2039), Design Load: HS 20, Features Intersected: FLIPPEN CREEK, Facility Carried by Structure: FAP 43
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.733, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 24.7m (81.0ft), Out-to-Out Width: 28.3m (92.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable 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 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27SR0430007, Location: .5 MI.N.OF MILAN (Lat: 35.945250, Lng: -88.768139), Route carried "on" structure: US 45, Year Built: 1995, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 7,652 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 13,952 (year 2039), Design Load: HS 20, Features Intersected: FLIPPEN CREEK, Facility Carried by Structure: FAP 43
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.733, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 24.7m (81.0ft), Out-to-Out Width: 28.3m (92.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable 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 2021, 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: 27SR0430011, Location: 3.4 MI.N.OF MILAN (Lat: 35.991250, Lng: -88.790361), Route carried "on" structure: US 45, Year Built: 1995, Status: Open, Structure Length: 13.11m (43.01ft), Average Daily Traffic: 6,110 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 9,776 (year 2042), Design Load: HS 20, Features Intersected: OVERFLOW, Facility Carried by Structure: FAP 43
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.221, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 76.5 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: Equal to present minimum criteria, Deck Geometry: Equal to present desirable 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 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27SR0430011, Location: 3.4 MI.N.OF MILAN (Lat: 35.991250, Lng: -88.790361), Route carried "on" structure: US 45, Year Built: 1995, Status: Open, Structure Length: 13.11m (43.01ft), Average Daily Traffic: 6,110 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 9,776 (year 2042), Design Load: HS 20, Features Intersected: OVERFLOW, Facility Carried by Structure: FAP 43
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.221, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 76.5 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: Equal to present minimum criteria, Deck Geometry: Equal to present desirable 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 2021, 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: 27SR0430012, Location: 3.4 MI N OF MILAN (Lat: 35.991306, Lng: -88.790667), Route carried "on" structure: US 45, Year Built: 1995, Status: Open, Structure Length: 13.11m (43.01ft), Average Daily Traffic: 6,110 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 9,776 (year 2042), Design Load: HS 20, Features Intersected: OVERFLOW, Facility Carried by Structure: FAP 43
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.221, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 76.5 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: Equal to present minimum criteria, Deck Geometry: Equal to present desirable 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 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27SR0430012, Location: 3.4 MI N OF MILAN (Lat: 35.991306, Lng: -88.790667), Route carried "on" structure: US 45, Year Built: 1995, Status: Open, Structure Length: 13.11m (43.01ft), Average Daily Traffic: 6,110 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 9,776 (year 2042), Design Load: HS 20, Features Intersected: OVERFLOW, Facility Carried by Structure: FAP 43
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.221, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 76.5 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: Equal to present minimum criteria, Deck Geometry: Equal to present desirable 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 2021, 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: 27SR0430013, Location: 4 MILES N.OF MILAN (Lat: 35.993722, Lng: -88.791583), Route carried "on" structure: US 45, Year Built: 1995, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 6,110 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 10,880 (year 2039), Design Load: HS 20, Features Intersected: RUTHERFORD FK.OBION RIVE, Facility Carried by Structure: FAP 43
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.510, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 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: 21.3m (69.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 77.4 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27SR0430013, Location: 4 MILES N.OF MILAN (Lat: 35.993722, Lng: -88.791583), Route carried "on" structure: US 45, Year Built: 1995, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 6,110 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 10,880 (year 2039), Design Load: HS 20, Features Intersected: RUTHERFORD FK.OBION RIVE, Facility Carried by Structure: FAP 43
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.510, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 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: 21.3m (69.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 77.4 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, 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: 27SR0430014, Location: 4 MI N OF MILAN (Lat: 35.994056, Lng: -88.791750), Route carried "on" structure: US 45, Year Built: 1995, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 6,110 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 10,880 (year 2039), Design Load: HS 20, Features Intersected: RUTHERFORK FK OBION RIVE, Facility Carried by Structure: FAP 43
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.510, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 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: 21.3m (69.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 77.4 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 27SR0430014, Location: 4 MI N OF MILAN (Lat: 35.994056, Lng: -88.791750), Route carried "on" structure: US 45, Year Built: 1995, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 6,110 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 10,880 (year 2039), Design Load: HS 20, Features Intersected: RUTHERFORK FK OBION RIVE, Facility Carried by Structure: FAP 43
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.510, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 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: 21.3m (69.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 77.4 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, 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: 27SR0760005, Location: 1.9 MI.EAST OF GIBSON (Lat: 35.893056, Lng: -88.805722), Route carried "on" structure: Alternate US 70, Year Built: 1930, Year Reconstructed: 1972, Status: Posted for load, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 3,279 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,246 (year 2042), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: FAP 76
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.806, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 27SR0760, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), 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: 14.6m (47.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 21.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $578,000, Roadway Improvement Cost: $58,000, Total Project Cost: $868,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27SR0760005, Location: 1.9 MI.EAST OF GIBSON (Lat: 35.893056, Lng: -88.805722), Route carried "on" structure: Alternate US 70, Year Built: 1930, Year Reconstructed: 1972, Status: Posted for load, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 3,279 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,246 (year 2042), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: FAP 76
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.806, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 27SR0760, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), 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: 14.6m (47.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 21.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $578,000, Roadway Improvement Cost: $58,000, Total Project Cost: $868,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27SR0760007, Location: 2.4 MI.E.OF GIBSON (Lat: 35.896056, Lng: -88.799222), Route carried "on" structure: Alternate US 70, Year Built: 1930, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 3,279 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,246 (year 2042), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: FAP 76
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.482, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 27SR0760, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $272,000, Roadway Improvement Cost: $28,000, Total Project Cost: $409,000 ( Estimate for 2022)
Structure Number: 27SR0760007, Location: 2.4 MI.E.OF GIBSON (Lat: 35.896056, Lng: -88.799222), Route carried "on" structure: Alternate US 70, Year Built: 1930, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 3,279 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,246 (year 2042), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: FAP 76
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.482, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 27SR0760, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $272,000, Roadway Improvement Cost: $28,000, Total Project Cost: $409,000 ( Estimate for 2022)
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Structure Number: 27SR0760009, Location: AT MILAN CITY LIMITS (Lat: 35.906139, Lng: -88.772972), Route carried "on" structure: Alternate US 70, Year Built: 1930, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 4,582 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 7,331 (year 2042), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: FAP 76
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.105, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 27SR0760, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 51.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $182,000, Roadway Improvement Cost: $19,000, Total Project Cost: $274,000 ( Estimate for 2022)
Structure Number: 27SR0760009, Location: AT MILAN CITY LIMITS (Lat: 35.906139, Lng: -88.772972), Route carried "on" structure: Alternate US 70, Year Built: 1930, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 4,582 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 7,331 (year 2042), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: FAP 76
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.105, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 27SR0760, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 51.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $182,000, Roadway Improvement Cost: $19,000, Total Project Cost: $274,000 ( Estimate for 2022)
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Structure Number: 27SR0760011, Location: ON MILAN ARSENAL PROPERTY (Lat: 35.910417, Lng: -88.761639), Route carried "on" structure: Alternate US 70, Year Built: 1930, Year Reconstructed: 1977, Status: Posted for load, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 4,582 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 8,448 (year 2040), Design Load: H 15, Features Intersected: WEST TENNESSEE RR, Facility Carried by Structure: FAP 76 299188H
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.264, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 27SR0760, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.07m (19.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,318,000, Roadway Improvement Cost: $132,000, Total Project Cost: $1,978,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27SR0760011, Location: ON MILAN ARSENAL PROPERTY (Lat: 35.910417, Lng: -88.761639), Route carried "on" structure: Alternate US 70, Year Built: 1930, Year Reconstructed: 1977, Status: Posted for load, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 4,582 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 8,448 (year 2040), Design Load: H 15, Features Intersected: WEST TENNESSEE RR, Facility Carried by Structure: FAP 76 299188H
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.264, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 27SR0760, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.07m (19.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,318,000, Roadway Improvement Cost: $132,000, Total Project Cost: $1,978,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27SR0760013, Location: IN MILAN CITY LIMITS (Lat: 35.921167, Lng: -88.739000), Route carried "on" structure: Alternate US 70, Year Built: 2013, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 7,446 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 13,136 (year 2040), Design Load: HL 93, Features Intersected: WOLF CREEK, Facility Carried by Structure: FAP 76
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.565, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 27SR0760, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.4m (60.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 27SR0760013, Location: IN MILAN CITY LIMITS (Lat: 35.921167, Lng: -88.739000), Route carried "on" structure: Alternate US 70, Year Built: 2013, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 7,446 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 13,136 (year 2040), Design Load: HL 93, Features Intersected: WOLF CREEK, Facility Carried by Structure: FAP 76
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.565, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 27SR0760, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.4m (60.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay