Bridge Statistics for Riceville, Tennessee (TN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 54023190001,  Location: 2MI EAST OF US11 (Lat: 35.343683,  Lng: -84.689883),  Route carried "on" structure: County highway 2319,  Year Built: 1996,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 180 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 320 (year 2039),  Design Load: HS 20,  Features Intersected: OOSTANAULA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.382,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  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: 54023230001,  Location: WEST OF I75 (Lat: 35.400961,  Lng: -84.768464),  Route carried "on" structure: County highway 2323,  Year Built: 1983,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 168 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 256 (year 2039),  Design Load: HS 20,  Features Intersected: ROGERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.661,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 7.8m (25.6ft)

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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 54023230003,  Location: WEST OF I75 (Lat: 35.418011,  Lng: -84.762419),  Route carried "on" structure: County highway 2323,  Year Built: 1970,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 168 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 256 (year 2039),  Design Load: H 20,  Features Intersected: BRUSH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.688,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Length Of Structure Improvement: 1.62m (5.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $98,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $148,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 54023230005,  Location: WEST 0F I75 (Lat: 35.434283,  Lng: -84.745617),  Route carried "on" structure: County highway 2323,  Year Built: 1975,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 168 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 269 (year 2041),  Design Load: H 20,  Features Intersected: SHOALS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.183,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 540A3870001,  Location: 6MI EAST OF US11 (Lat: 35.370017,  Lng: -84.636617),  Route carried "on" structure: County highway 387,  Year Built: 1973,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 190 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 304 (year 2039),  Design Load: H 15,  Features Intersected: OOSTANULA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.634,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $425,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $638,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 540A3900001,  Location: 5MI EAST OF US11 (Lat: 35.367333,  Lng: -84.640167),  Route carried "on" structure: County highway 390,  Year Built: 1973,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 940 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,504 (year 2039),  Design Load: H 20,  Features Intersected: OOSTANULA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.198,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Length Of Structure Improvement: 2.47m (8.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $152,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $229,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 540A4300001,  Location: .06 MI EAST OF SR2 (Lat: 35.381567,  Lng: -84.692150),  Route carried "on" structure: County highway 430,  Year Built: 1973,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 850 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,360 (year 2039),  Design Load: H 15,  Features Intersected: DRY VALLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.095,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $90,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $136,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 540A4300003,  Location: 2MI EAST OF US11 (Lat: 35.376567,  Lng: -84.666500),  Route carried "on" structure: City street 430,  Year Built: 1970,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 850 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,360 (year 2039),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.702,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 60.3 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: September 2021

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Structure Number: 540A4540001,  Location: .5MI EAST OF I75 (Lat: 35.425500,  Lng: -84.683333),  Route carried "on" structure: County highway 454,  Year Built: 1994,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 310 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 496 (year 2039),  Design Load: HS 20,  Features Intersected: NORTH MOUSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.805,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 54.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $198,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $298,000 ( Estimate for 2019),  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: 540A4540003,  Location: 2MI WEST OF I75 (Lat: 35.440883,  Lng: -84.705000),  Route carried "on" structure: County highway 454,  Year Built: 1986,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 100 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 160 (year 2039),  Design Load: HS 20,  Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.990,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 52.2 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 540A4550001,  Location: 1MI EAST OF I75 (Lat: 35.407500,  Lng: -84.688333),  Route carried "on" structure: County highway 455,  Year Built: 1988,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 70 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 112 (year 2039),  Design Load: HS 20,  Features Intersected: NORTH MOUSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.969,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 540A4550003,  Location: 1MI WEST OF I75 (Lat: 35.433817,  Lng: -84.707100),  Route carried "on" structure: County highway 455,  Year Built: 1975,  Status: Posted for load,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 100 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 160 (year 2040),  Design Load: H 10,  Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.866,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 26.1 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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $161,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $242,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 540A5230001,  Location: WEST OF I75 (Lat: 35.384333,  Lng: -84.751333),  Route carried "on" structure: County highway 523,  Year Built: 1987,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 70 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 112 (year 2039),  Design Load: HS 20,  Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.269,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  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: 6.9m (22.6ft),  Out-to-Out Width: 8.0m (26.2ft)

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: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 540A5250001,  Location: WEST OF I75 (Lat: 35.424050,  Lng: -84.746317),  Route carried "on" structure: County highway 525,  Year Built: 2003,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 100 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 160 (year 2039),  Features Intersected: ROGERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.494,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  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: 20.7m (67.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 72.0 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: Better than 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: September 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: 54I00750007,  Location: 4.6 MI. FROM BRADLEY CO. (Lat: 35.358161,  Lng: -84.741731),  Route carried "on" structure: Interstate 75,  Year Built: 1971,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 43,461 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 69,376 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NFA 2334
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.483,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 46.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 54I00750008,  Location: 4.6 MI. FROM BRADLEY CO. (Lat: 35.358633,  Lng: -84.742750),  Route carried "on" structure: Interstate 75,  Year Built: 1971,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 43,461 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 69,376 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NFA 2334
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.483,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 46.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 54I00750009,  Location: 7.3 MI. FROM BRADLEY CO. (Lat: 35.390000,  Lng: -84.718333),  Route carried "on" structure: Interstate 75,  Year Built: 1972,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 43,461 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 69,376 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR 39
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.764,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 41.4 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 54I0075001,  Location: 7.3 MI. FROM BRADLEY CO. (Lat: 35.390000,  Lng: -84.718333),  Route carried "on" structure: Interstate 75,  Year Built: 1972,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 43,461 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 69,376 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NFA 1231
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.780,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 41.4 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 54I00750011,  Location: 5 MI FROM SR2 (Lat: 35.405667,  Lng: -84.705050),  Route carried "on" structure: County highway 5408,  Year Built: 1971,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 312 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 499 (year 2041),  Design Load: H 20,  Features Intersected: I75 NBL,  Facility Carried by Structure: NFA A446
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.930,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 52.2 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: 40.2 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54I00750013,  Location: 9.4 MI. FROM BRADLEY CO. (Lat: 35.415000,  Lng: -84.696667),  Route carried "on" structure: Interstate 75,  Year Built: 1972,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 42,070 (year 2020),  Truck Traffic: 36%,  Average Future Daily Traffic: 68,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NFA A455
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.224,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.8 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 54I00750014,  Location: 9.4 MI.FROM BRADLEY CO. (Lat: 35.415000,  Lng: -84.696667),  Route carried "on" structure: Interstate 75,  Year Built: 1972,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 42,070 (year 2020),  Truck Traffic: 36%,  Average Future Daily Traffic: 67,312 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: NFA A455
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.241,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 12 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 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: 30.8 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: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 54I00750015,  Location: 10.8 MI. FROM BRADLEY CO. (Lat: 35.431667,  Lng: -84.683333),  Route carried "on" structure: Interstate 75,  Year Built: 1972,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 42,070 (year 2020),  Truck Traffic: 36%,  Average Future Daily Traffic: 68,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NFA A454
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.429,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.3 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 54I00750016,  Location: 10.8 MI.FROM BRADLEY CO. (Lat: 35.431667,  Lng: -84.683333),  Route carried "on" structure: Interstate 75,  Year Built: 1972,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 42,070 (year 2020),  Truck Traffic: 36%,  Average Future Daily Traffic: 68,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NFA A454
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.429,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.3 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 54I00750049,  Location: 5 MI FROM SR2 (Lat: 35.406717,  Lng: -84.706900),  Route carried "on" structure: County highway 5408,  Year Built: 1971,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 312 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 496 (year 2040),  Design Load: H 20,  Features Intersected: I75 SBL,  Facility Carried by Structure: NFA A446
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.801,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.1 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,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54S43720003,  Location: 2MI EAST OF US11 (Lat: 35.372058,  Lng: -84.668325),  Route carried "on" structure: County highway 1227,  Year Built: 1997,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 1,068 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,709 (year 2041),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.336,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Channel: Fair,  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: Meets minimum limits,  Waterway Adequacy: Equal to 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: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 54S43730001,  Location: 2 MI WEST OF US11 (Lat: 35.356017,  Lng: -84.732617),  Route carried "on" structure: County highway 2334,  Year Built: 1970,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 345 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 544 (year 2039),  Design Load: HS 20,  Features Intersected: DRY VALLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.221,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 74.7 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: 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: July 2021

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Structure Number: 54S43730003,  Location: .8MI EAST OF I75 (Lat: 35.356981,  Lng: -84.734644),  Route carried "on" structure: County highway 2334,  Year Built: 1970,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 476 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 762 (year 2041),  Design Load: H 15,  Features Intersected: NORTH MOUSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.430,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: 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

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Structure Number: 54S43730005,  Location: WEST OF I75 (Lat: 35.366653,  Lng: -84.763269),  Route carried "on" structure: County highway 2334,  Year Built: 1987,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 476 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 608 (year 2039),  Design Load: HS 20,  Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.761,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 68.4 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: 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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54S43740005,  Location: 3MI EAST OF US11 (Lat: 35.350714,  Lng: -84.671814),  Route carried "on" structure: County highway 1196,  Year Built: 1961,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 1,426 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,282 (year 2041),  Design Load: H 15,  Features Intersected: OOSTANAULA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.037,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 75.6 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.47m (11.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $217,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $326,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54S43740007,  Location: EAST OF US11 (Lat: 35.378875,  Lng: -84.693764),  Route carried "on" structure: County highway 1196,  Year Built: 1960,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 1,991 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,186 (year 2041),  Design Load: HS 20,  Features Intersected: DRY VALLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.383,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 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: Good,  Operating Rating: 54.9 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,  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

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Structure Number: 54S43740009,  Location: NEAR RICEVILLE (Lat: 35.388333,  Lng: -84.705333),  Route carried "on" structure: State highway 39,  Year Built: 1972,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 4,318 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,909 (year 2041),  Design Load: HS 20,  Features Intersected: NORTH MOUSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.078,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 54S43740011,  Location: 5MI WEST OF SR2 (Lat: 35.408200,  Lng: -84.730433),  Route carried "on" structure: County highway 1231,  Year Built: 1976,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 1,322 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,856 (year 2040),  Design Load: HS 20,  Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.137,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 61.2 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: 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: Bituminous

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Structure Number: 54S43740013,  Location: 5MI WEST OF I75 (Lat: 35.437214,  Lng: -84.737825),  Route carried "on" structure: County highway 1231,  Year Built: 1963,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 1,322 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,856 (year 2040),  Design Load: H 15,  Features Intersected: ROGERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.532,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 75.6 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,  Length Of Structure Improvement: 4.36m (14.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $264,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $397,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 54SR0020003,  Location: 1.0 MI S OF SR-39 JCT. (Lat: 35.371400,  Lng: -84.700450),  Route carried "on" structure: US 11,  Year Built: 2005,  Status: Open,  Structure Length: 1.36m (4.46ft),  Average Daily Traffic: 4,051 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 6,482 (year 2041),  Design Load: HS 20,  Features Intersected: DRY VALLEY CREEK,  Facility Carried by Structure: FAP 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.316,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: 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: March 2021

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Structure Number: 54SR0025003,  Location: NEAR RICEVILLE (Lat: 35.383333,  Lng: -84.690000),  Route carried "on" structure: State highway 39,  Year Built: 1922,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 2,101 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,362 (year 2041),  Design Load: H 15,  Features Intersected: DRY VALLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.945,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $129,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $194,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 54I00750007,  Location: 4 MI FROM SR 2 (Lat: 35.358117,  Lng: -84.741633),  Route carried "under" structure: County highway 2334,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 476 (year 2020),  Truck Traffic: 3%,  Features Intersected: I75 NBL,  Facility Carried by Structure: I75 NBL (SA 5403)
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 3.090,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 54I00750008,  Location: 4 MI FROM SR 2 (Lat: 35.358633,  Lng: -84.742750),  Route carried "under" structure: County highway 2334,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 476 (year 2020),  Truck Traffic: 3%,  Features Intersected: I75 SBL,  Facility Carried by Structure: I75 SBL (SA 5403)
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 3.187,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 54I00750009,  Location: 7.3 MI FROM BRADLEY CO. (Lat: 35.390000,  Lng: -84.718333),  Route carried "under" structure: State highway 39,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 4,318 (year 2020),  Truck Traffic: 7%,  Features Intersected: I75 NBL,  Facility Carried by Structure: I75 NBL
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 54I0075001,  Location: 3.5 MI FROM SR 2 (Lat: 35.390000,  Lng: -84.718333),  Route carried "under" structure: County highway 1231,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 1,322 (year 2020),  Truck Traffic: 4%,  Features Intersected: I75 SBL,  Facility Carried by Structure: I75 SBL
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 13.744,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 54I00750011,  Location: NEAR ATHENS TENN. (Lat: 35.405000,  Lng: -84.705000),  Route carried "under" structure: Interstate 75,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 42,070 (year 2020),  Truck Traffic: 36%,  Features Intersected: NFA A446,  Facility Carried by Structure: NFA A446
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 13.760,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 54I00750013,  Location: 1.1 MI SPRING CREEK (Lat: 35.415000,  Lng: -84.696667),  Route carried "under" structure: County highway 455,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 70 (year 2022),  Truck Traffic: 2%,  Features Intersected: I75 NBL,  Facility Carried by Structure: I75 NBL
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 3.663,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 54I00750014,  Location: 1.1 MI FROM SPRING CREEK (Lat: 35.415000,  Lng: -84.696667),  Route carried "under" structure: County highway 455,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 70 (year 2022),  Truck Traffic: 2%,  Features Intersected: I75 SBL,  Facility Carried by Structure: I75 SBL
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 3.737,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 54I00750015,  Location: 1 MI FROM COUNTY RD (Lat: 35.432733,  Lng: -84.682350),  Route carried "under" structure: County highway 454,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 360 (year 2022),  Truck Traffic: 2%,  Features Intersected: I75 NBL,  Facility Carried by Structure: I75 NBL
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 3.125,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 54I00750016,  Location: 1 MI FORM COUNTY RD (Lat: 35.431667,  Lng: -84.683333),  Route carried "under" structure: County highway 454,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 360 (year 2022),  Truck Traffic: 2%,  Features Intersected: I75 SBL,  Facility Carried by Structure: I75 SBL
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 3.235,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 54I00750049,  Location: NEAR ATHENS TENN. (Lat: 35.406717,  Lng: -84.706900),  Route carried "under" structure: Interstate 75,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 42,070 (year 2020),  Truck Traffic: 36%,  Features Intersected: NFA A446,  Facility Carried by Structure: NFA A446
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 13.760,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 54SR0025001,  Location: NEAR ATHENS TENN. (Lat: 35.384250,  Lng: -84.691050),  Route carried "under" structure: State highway 39,  Year Built: 1922,  Structure Length: 0. m,  Average Daily Traffic: 2,101 (year 2020),  Truck Traffic: 5%,  Features Intersected: SOUTHERN RAILWAY,  Facility Carried by Structure: SOU RWY 731593M
Minimum Vertical Clearance: 4.11m (13.48ft),  Kilometerpoint: 2.849,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 7.6m (24.9ft)