Bridge Statistics for Maryville, Tennessee (TN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 11900-1909
- 21920-1929
- 61930-1939
- 51940-1949
- 91950-1959
- 31960-1969
- 101970-1979
- 91980-1989
- 41990-1999
- 92000-2009
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 31980-1989
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 18.2%Very good
- 50.0%Good
- 13.6%Satisfactory
- 18.2%Fair
- Bridge Condition - Superstructure
- 31.8%Very good
- 22.7%Good
- 22.7%Satisfactory
- 22.7%Fair
- Bridge Condition - Substructure
- 22.7%Very good
- 31.8%Good
- 22.7%Satisfactory
- 9.1%Fair
- 4.5%Poor
- 9.1%Critical
- Bridge Condition - Channel
- 5.0%Very good
- 95.0%Good
- Bridge Condition - Culverts
- 11.1%Very good
- 40.7%Good
- 18.5%Satisfactory
- 25.9%Fair
- 3.7%Poor
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Structure Number: 5012200005, Location: IN CITY OF MARYVILLE (Lat: 35.802450, Lng: -83.952667), Route carried "on" structure: State highway 335, Year Built: 1941, Status: Open, Structure Length: 7.82m (25.66ft), Average Daily Traffic: 4,731 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 7,570 (year 2042), Design Load: H 20, Features Intersected: PISTOL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.094, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 8.7m (28.5ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.82m (25.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $793,000, Roadway Improvement Cost: $80,000, Total Project Cost: $1,190,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5012200005, Location: IN CITY OF MARYVILLE (Lat: 35.802450, Lng: -83.952667), Route carried "on" structure: State highway 335, Year Built: 1941, Status: Open, Structure Length: 7.82m (25.66ft), Average Daily Traffic: 4,731 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 7,570 (year 2042), Design Load: H 20, Features Intersected: PISTOL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.094, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 8.7m (28.5ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.82m (25.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $793,000, Roadway Improvement Cost: $80,000, Total Project Cost: $1,190,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5023930001, Location: 2.5 M. S. MARYVILLE. (Lat: 35.721117, Lng: -83.982983), Route carried "on" structure: City street 2393, Year Built: 1988, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 10,762 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 16,800 (year 2039), Design Load: HS 20, Features Intersected: PISTOL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.042, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 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: 13.7m (44.9ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5023930001, Location: 2.5 M. S. MARYVILLE. (Lat: 35.721117, Lng: -83.982983), Route carried "on" structure: City street 2393, Year Built: 1988, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 10,762 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 16,800 (year 2039), Design Load: HS 20, Features Intersected: PISTOL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.042, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 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: 13.7m (44.9ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5038010001, Location: IN MARYVILLE (Lat: 35.722833, Lng: -83.985067), Route carried "on" structure: City street 3801, Year Built: 1995, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 9,262 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 15,712 (year 2040), Design Load: HS 20, Features Intersected: PISTOL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.929, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.3m (17.4ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 61.6 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: Somewhat better than minimum adequacy, 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5038010001, Location: IN MARYVILLE (Lat: 35.722833, Lng: -83.985067), Route carried "on" structure: City street 3801, Year Built: 1995, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 9,262 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 15,712 (year 2040), Design Load: HS 20, Features Intersected: PISTOL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.929, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.3m (17.4ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 61.6 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: Somewhat better than minimum adequacy, 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: November 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: 5038030001, Location: IN CITY OF MARYVILLE (Lat: 35.738067, Lng: -83.978150), Route carried "on" structure: City street 3803, Year Built: 1965, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 4,059 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 6,592 (year 2040), Design Load: H 15, Features Intersected: PISTOL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5038030001, Location: IN CITY OF MARYVILLE (Lat: 35.738067, Lng: -83.978150), Route carried "on" structure: City street 3803, Year Built: 1965, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 4,059 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 6,592 (year 2040), Design Load: H 15, Features Intersected: PISTOL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5038040001, Location: IN CITY OF MARYVILLE (Lat: 35.742233, Lng: -83.973150), Route carried "on" structure: City street 993, Year Built: 1960, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 880 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 1,408 (year 2040), Design Load: HS 20, Features Intersected: PISTOL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.922, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5038040001, Location: IN CITY OF MARYVILLE (Lat: 35.742233, Lng: -83.973150), Route carried "on" structure: City street 993, Year Built: 1960, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 880 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 1,408 (year 2040), Design Load: HS 20, Features Intersected: PISTOL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.922, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5048170001, Location: ON CROSS CREEK RD (Lat: 35.720683, Lng: -83.983217), Route carried "on" structure: City street 796, Year Built: 1995, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 700 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,120 (year 2039), Design Load: H 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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 desirable 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: November 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5048170001, Location: ON CROSS CREEK RD (Lat: 35.720683, Lng: -83.983217), Route carried "on" structure: City street 796, Year Built: 1995, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 700 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,120 (year 2039), Design Load: H 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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 desirable 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: November 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 50A0660001, Location: 1 M. W. CLOVER HILL (Lat: 35.703233, Lng: -84.069117), Route carried "on" structure: County highway 66, Year Built: 1945, Status: Posted for load, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 120 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 192 (year 2040), Design Load: HS 20, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.250, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 29.7 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: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $267,000, Roadway Improvement Cost: $27,000, Total Project Cost: $401,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 50A0660001, Location: 1 M. W. CLOVER HILL (Lat: 35.703233, Lng: -84.069117), Route carried "on" structure: County highway 66, Year Built: 1945, Status: Posted for load, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 120 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 192 (year 2040), Design Load: HS 20, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.250, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 29.7 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: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $267,000, Roadway Improvement Cost: $27,000, Total Project Cost: $401,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 50A1030001, Location: 4 M. W. MARYVILLE (Lat: 35.751633, Lng: -84.008350), Route carried "on" structure: County highway 5596, Year Built: 1960, Status: Closed, Structure Length: 1.70m (5.58ft), Average Daily Traffic: 2,611 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 4,178 (year 2042), Design Load: H 15, Features Intersected: LAUREL BANK BRANCH, Facility Carried by Structure: NFA A103
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.752, 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: 2, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Critical, Channel: Good, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $268,000, Roadway Improvement Cost: $27,000, Total Project Cost: $403,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 50A1030001, Location: 4 M. W. MARYVILLE (Lat: 35.751633, Lng: -84.008350), Route carried "on" structure: County highway 5596, Year Built: 1960, Status: Closed, Structure Length: 1.70m (5.58ft), Average Daily Traffic: 2,611 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 4,178 (year 2042), Design Load: H 15, Features Intersected: LAUREL BANK BRANCH, Facility Carried by Structure: NFA A103
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.752, 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: 2, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Critical, Channel: Good, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $268,000, Roadway Improvement Cost: $27,000, Total Project Cost: $403,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 50A4990001, Location: 3 M SE OF SR115-SR33 JCT (Lat: 35.660717, Lng: -84.001317), Route carried "on" structure: County highway 499, Year Built: 1988, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 1,680 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 2,688 (year 2039), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.869, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 67.5 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $153,000, Roadway Improvement Cost: $16,000, Total Project Cost: $230,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 50A4990001, Location: 3 M SE OF SR115-SR33 JCT (Lat: 35.660717, Lng: -84.001317), Route carried "on" structure: County highway 499, Year Built: 1988, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 1,680 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 2,688 (year 2039), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.869, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 67.5 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $153,000, Roadway Improvement Cost: $16,000, Total Project Cost: $230,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 50A5390001, Location: 2 M E. OF SPRING VIEW (Lat: 35.680367, Lng: -84.040600), Route carried "on" structure: County highway 5610, Year Built: 2002, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,340 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,416 (year 2039), Design Load: HS 20, Features Intersected: CENTENARY CREEK, Facility Carried by Structure: NFA A539
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.110, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 50A5390001, Location: 2 M E. OF SPRING VIEW (Lat: 35.680367, Lng: -84.040600), Route carried "on" structure: County highway 5610, Year Built: 2002, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,340 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,416 (year 2039), Design Load: HS 20, Features Intersected: CENTENARY CREEK, Facility Carried by Structure: NFA A539
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.110, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: December 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: 50A6240001, Location: 3.7 M W OF WALLAND (Lat: 35.733450, Lng: -83.882783), Route carried "on" structure: County highway 5847, Year Built: 1985, Status: Open, Structure Length: 3.09m (10.14ft), Average Daily Traffic: 1,730 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,328 (year 2041), Design Load: HS 20, Features Intersected: CROOKED CREEK, Facility Carried by Structure: NFA A624 (SA 0501)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.674, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 55.8 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 desirable 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 50A6240001, Location: 3.7 M W OF WALLAND (Lat: 35.733450, Lng: -83.882783), Route carried "on" structure: County highway 5847, Year Built: 1985, Status: Open, Structure Length: 3.09m (10.14ft), Average Daily Traffic: 1,730 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,328 (year 2041), Design Load: HS 20, Features Intersected: CROOKED CREEK, Facility Carried by Structure: NFA A624 (SA 0501)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.674, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 55.8 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 desirable 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: December 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: 50A6320001, Location: 5 M. W. WALLAND. (Lat: 35.710500, Lng: -83.912883), Route carried "on" structure: County highway 632, Year Built: 1970, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 760 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,216 (year 2042), Design Load: HS 20, Features Intersected: CROOKED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.168, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Poor, Operating Rating: 23.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $381,000, Roadway Improvement Cost: $39,000, Total Project Cost: $572,000 ( Estimate for 2022)
Structure Number: 50A6320001, Location: 5 M. W. WALLAND. (Lat: 35.710500, Lng: -83.912883), Route carried "on" structure: County highway 632, Year Built: 1970, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 760 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,216 (year 2042), Design Load: HS 20, Features Intersected: CROOKED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.168, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Poor, Operating Rating: 23.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $381,000, Roadway Improvement Cost: $39,000, Total Project Cost: $572,000 ( Estimate for 2022)
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Structure Number: 50A6380001, Location: 4 M. SE. MARYVILLE. (Lat: 35.710867, Lng: -83.926983), Route carried "on" structure: County highway 1266, Year Built: 1987, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 973 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,616 (year 2040), Design Load: HS 20, Features Intersected: NORTH FORK CROOKED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.729, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 9.1m (29.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.81m (2.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $155,000, Roadway Improvement Cost: $16,000, Total Project Cost: $233,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 50A6380001, Location: 4 M. SE. MARYVILLE. (Lat: 35.710867, Lng: -83.926983), Route carried "on" structure: County highway 1266, Year Built: 1987, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 973 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,616 (year 2040), Design Load: HS 20, Features Intersected: NORTH FORK CROOKED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.729, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 9.1m (29.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.81m (2.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $155,000, Roadway Improvement Cost: $16,000, Total Project Cost: $233,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 50A7700001, Location: 7 M. SW. MARYVILLE. (Lat: 35.664083, Lng: -84.045867), Route carried "on" structure: County highway 770, Year Built: 1902, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 80 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 128 (year 2039), Design Load: HS 20, Features Intersected: CENTENARY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.658, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, 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, 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 50A7700001, Location: 7 M. SW. MARYVILLE. (Lat: 35.664083, Lng: -84.045867), Route carried "on" structure: County highway 770, Year Built: 1902, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 80 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 128 (year 2039), Design Load: HS 20, Features Intersected: CENTENARY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.658, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, 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, 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 50B0950001, Location: JCT-SR129&SR411-MARYVILLE (Lat: 35.761533, Lng: -83.966350), Route carried "on" structure: City street 95, Year Built: 1950, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 4,011 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 6,000 (year 2039), Design Load: HS 20, Features Intersected: BROWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.1m (10.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $135,000, Roadway Improvement Cost: $14,000, Total Project Cost: $203,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 50B0950001, Location: JCT-SR129&SR411-MARYVILLE (Lat: 35.761533, Lng: -83.966350), Route carried "on" structure: City street 95, Year Built: 1950, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 4,011 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 6,000 (year 2039), Design Load: HS 20, Features Intersected: BROWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.1m (10.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $135,000, Roadway Improvement Cost: $14,000, Total Project Cost: $203,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 50B0950003, Location: .5 M.N.JCT.SR129&US411. (Lat: 35.764150, Lng: -83.964500), Route carried "on" structure: City street 95, Year Built: 1940, Year Reconstructed: 1991, Status: Closed, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 4,011 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 6,418 (year 2041), Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.652, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.8m (22.3ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.0m, Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Critical, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.34m (10.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $917,000, Roadway Improvement Cost: $92,000, Total Project Cost: $1,376,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 50B0950003, Location: .5 M.N.JCT.SR129&US411. (Lat: 35.764150, Lng: -83.964500), Route carried "on" structure: City street 95, Year Built: 1940, Year Reconstructed: 1991, Status: Closed, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 4,011 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 6,418 (year 2041), Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.652, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.8m (22.3ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.0m, Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Critical, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.34m (10.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $917,000, Roadway Improvement Cost: $92,000, Total Project Cost: $1,376,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 50B2000001, Location: .1 M.E.JCT.US321&US411 (Lat: 35.756233, Lng: -83.968783), Route carried "on" structure: City street 200, Year Built: 1950, Year Reconstructed: 1997, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 640 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,024 (year 2039), Design Load: H 15, Features Intersected: PISTOL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 50B2000001, Location: .1 M.E.JCT.US321&US411 (Lat: 35.756233, Lng: -83.968783), Route carried "on" structure: City street 200, Year Built: 1950, Year Reconstructed: 1997, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 640 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,024 (year 2039), Design Load: H 15, Features Intersected: PISTOL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 50B2020001, Location: .1M.E. JCT. US321& US411. (Lat: 35.755233, Lng: -83.969767), Route carried "on" structure: City street 3797, Year Built: 1930, Year Reconstructed: 1970, Status: Open, Structure Length: 1.72m (5.64ft), Average Daily Traffic: 2,981 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,784 (year 2039), Design Load: HS 20, Features Intersected: PISTOL CREEK, Facility Carried by Structure: NFA B202
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.932, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 69.7 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, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 50B2020001, Location: .1M.E. JCT. US321& US411. (Lat: 35.755233, Lng: -83.969767), Route carried "on" structure: City street 3797, Year Built: 1930, Year Reconstructed: 1970, Status: Open, Structure Length: 1.72m (5.64ft), Average Daily Traffic: 2,981 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,784 (year 2039), Design Load: HS 20, Features Intersected: PISTOL CREEK, Facility Carried by Structure: NFA B202
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.932, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 69.7 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, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 50B4880007, Location: CHURCH STINMARYVILLE@SR73 (Lat: 35.758083, Lng: -83.967250), Route carried "on" structure: City street 4442, Year Built: 1970, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 3,641 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 6,624 (year 2039), Design Load: HS 20, Features Intersected: PISTOL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.435, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.5m (57.4ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 50B4880007, Location: CHURCH STINMARYVILLE@SR73 (Lat: 35.758083, Lng: -83.967250), Route carried "on" structure: City street 4442, Year Built: 1970, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 3,641 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 6,624 (year 2039), Design Load: HS 20, Features Intersected: PISTOL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.435, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.5m (57.4ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 50B4940001, Location: CITY OF MARYVILLE (Lat: 35.760067, Lng: -83.969150), Route carried "on" structure: City street 494, Year Built: 1985, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 2,820 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 4,512 (year 2039), Design Load: H 15, Features Intersected: PISTOL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.211, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m
Condition: Channel: Good, Culverts: Very 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: 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: November 2021
Structure Number: 50B4940001, Location: CITY OF MARYVILLE (Lat: 35.760067, Lng: -83.969150), Route carried "on" structure: City street 494, Year Built: 1985, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 2,820 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 4,512 (year 2039), Design Load: H 15, Features Intersected: PISTOL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.211, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m
Condition: Channel: Good, Culverts: Very 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: 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: November 2021
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Structure Number: 50B7560001, Location: 2.5 M. S. MARYVILLE. (Lat: 35.718817, Lng: -83.985850), Route carried "on" structure: City street 756, Year Built: 1999, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 160 (year 2039), Design Load: HS 20, Features Intersected: PISTOL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 50B7560001, Location: 2.5 M. S. MARYVILLE. (Lat: 35.718817, Lng: -83.985850), Route carried "on" structure: City street 756, Year Built: 1999, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 160 (year 2039), Design Load: HS 20, Features Intersected: PISTOL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.2m (10.5ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 50B8480001, Location: WILCOX STREET (Lat: 35.757550, Lng: -83.947033), Route carried "on" structure: City street 3810, Year Built: 1999, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 4,995 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,184 (year 2041), Design Load: HS 20, Features Intersected: BROWN CREEK, Facility Carried by Structure: NFA C122
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.742, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.4m (37.4ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.0m (16.4ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 47.7 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.13m (3.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 50B8480001, Location: WILCOX STREET (Lat: 35.757550, Lng: -83.947033), Route carried "on" structure: City street 3810, Year Built: 1999, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 4,995 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,184 (year 2041), Design Load: HS 20, Features Intersected: BROWN CREEK, Facility Carried by Structure: NFA C122
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.742, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.4m (37.4ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.0m (16.4ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 47.7 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.13m (3.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 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: 50C1200001, Location: 2 M. W. MARYVILLE. (Lat: 35.742167, Lng: -84.024033), Route carried "on" structure: County highway 180, Year Built: 2004, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 50 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 80 (year 2039), Design Load: HS 15, Features Intersected: LAUREL BANK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.560, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.0m (6.6ft)
Condition: Channel: Good, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 50C1200001, Location: 2 M. W. MARYVILLE. (Lat: 35.742167, Lng: -84.024033), Route carried "on" structure: County highway 180, Year Built: 2004, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 50 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 80 (year 2039), Design Load: HS 15, Features Intersected: LAUREL BANK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.560, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.0m (6.6ft)
Condition: Channel: Good, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 50C1220001, Location: HOLLAND SPRINGS ROAD (Lat: 35.744094, Lng: -83.948644), Route carried "on" structure: City street 122, Year Built: 2007, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 1,990 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,184 (year 2039), Design Load: HS 20, Features Intersected: BROWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Very 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 50C1220001, Location: HOLLAND SPRINGS ROAD (Lat: 35.744094, Lng: -83.948644), Route carried "on" structure: City street 122, Year Built: 2007, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 1,990 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,184 (year 2039), Design Load: HS 20, Features Intersected: BROWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Very 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 50Z0020001, Location: 2 M. W. MARYVILLE. (Lat: 35.736383, Lng: -84.023200), Route carried "on" structure: County highway 112, Year Built: 2004, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 50 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 80 (year 2039), Design Load: HS 20, Features Intersected: LAUREL BANK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.188, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.6m (5.2ft)
Condition: Channel: Good, 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: November 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 50Z0020001, Location: 2 M. W. MARYVILLE. (Lat: 35.736383, Lng: -84.023200), Route carried "on" structure: County highway 112, Year Built: 2004, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 50 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 80 (year 2039), Design Load: HS 20, Features Intersected: LAUREL BANK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.188, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.6m (5.2ft)
Condition: Channel: Good, 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: November 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5M37970001, Location: IN MARYVILLE (Lat: 35.755400, Lng: -83.969867), Route carried "on" structure: City street 110, Year Built: 1941, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,890 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 4,784 (year 2039), Design Load: H 15, Features Intersected: PISTOL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.047, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft)
Condition: Channel: Good, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5M37970001, Location: IN MARYVILLE (Lat: 35.755400, Lng: -83.969867), Route carried "on" structure: City street 110, Year Built: 1941, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,890 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 4,784 (year 2039), Design Load: H 15, Features Intersected: PISTOL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.047, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft)
Condition: Channel: Good, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5M37990001, Location: IN MARYVILLE (Lat: 35.744533, Lng: -83.955567), Route carried "on" structure: City street 3799, Year Built: 1950, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 6,003 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 10,160 (year 2039), Design Load: H 15, Features Intersected: DUNCAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.977, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 35.1 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.72m (2.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $115,000, Roadway Improvement Cost: $12,000, Total Project Cost: $173,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5M37990001, Location: IN MARYVILLE (Lat: 35.744533, Lng: -83.955567), Route carried "on" structure: City street 3799, Year Built: 1950, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 6,003 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 10,160 (year 2039), Design Load: H 15, Features Intersected: DUNCAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.977, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 35.1 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.72m (2.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $115,000, Roadway Improvement Cost: $12,000, Total Project Cost: $173,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5S24970001, Location: S. OF MARYVILLE (Lat: 35.619633, Lng: -84.035967), Route carried "on" structure: State highway 336, Year Built: 1948, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 610 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 976 (year 2042), Design Load: HS 20, Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.070, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 5S24970001, Location: S. OF MARYVILLE (Lat: 35.619633, Lng: -84.035967), Route carried "on" structure: State highway 336, Year Built: 1948, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 610 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 976 (year 2042), Design Load: HS 20, Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.070, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 5S24970005, Location: IN MARYVILLE (Lat: 35.750217, Lng: -83.972467), Route carried "on" structure: State highway 336, Year Built: 1984, Status: Open, Structure Length: 1.69m (5.54ft), Average Daily Traffic: 11,393 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 18,229 (year 2042), Design Load: HS 20, Features Intersected: PISTOL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.511, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.69m (5.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $97,000, Roadway Improvement Cost: $10,000, Total Project Cost: $146,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5S24970005, Location: IN MARYVILLE (Lat: 35.750217, Lng: -83.972467), Route carried "on" structure: State highway 336, Year Built: 1984, Status: Open, Structure Length: 1.69m (5.54ft), Average Daily Traffic: 11,393 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 18,229 (year 2042), Design Load: HS 20, Features Intersected: PISTOL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.511, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.69m (5.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $97,000, Roadway Improvement Cost: $10,000, Total Project Cost: $146,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5SR0330001, Location: SE OF SR336 (Lat: 35.662417, Lng: -84.107483), Route carried "on" structure: US 411, Year Built: 1930, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 16,649 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 26,638 (year 2042), Design Load: HS 20, Features Intersected: LITTLE BAKER CREEK, Facility Carried by Structure: FAP 33
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.913, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Good, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $408,000, Roadway Improvement Cost: $41,000, Total Project Cost: $613,000 ( Estimate for 2022)
Structure Number: 5SR0330001, Location: SE OF SR336 (Lat: 35.662417, Lng: -84.107483), Route carried "on" structure: US 411, Year Built: 1930, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 16,649 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 26,638 (year 2042), Design Load: HS 20, Features Intersected: LITTLE BAKER CREEK, Facility Carried by Structure: FAP 33
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.913, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Good, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $408,000, Roadway Improvement Cost: $41,000, Total Project Cost: $613,000 ( Estimate for 2022)
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Structure Number: 5SR0330003, Location: IN MARYVILLE (Lat: 35.740067, Lng: -83.989267), Route carried "on" structure: US 411, Year Built: 1959, Status: Open, Structure Length: 5.29m (17.36ft), Average Daily Traffic: 16,536 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 26,458 (year 2042), Design Load: HS 20, Features Intersected: SR 115 (US 129 NB), Facility Carried by Structure: FAP 33
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.818, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.3m (76.4ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.32m (20.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,399,000, Roadway Improvement Cost: $140,000, Total Project Cost: $2,099,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5SR0330003, Location: IN MARYVILLE (Lat: 35.740067, Lng: -83.989267), Route carried "on" structure: US 411, Year Built: 1959, Status: Open, Structure Length: 5.29m (17.36ft), Average Daily Traffic: 16,536 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 26,458 (year 2042), Design Load: HS 20, Features Intersected: SR 115 (US 129 NB), Facility Carried by Structure: FAP 33
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.818, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.3m (76.4ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.32m (20.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,399,000, Roadway Improvement Cost: $140,000, Total Project Cost: $2,099,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5SR0330005, Location: 2.7 M S OF MARYVILLE (Lat: 35.758450, Lng: -83.968700), Route carried "on" structure: US 411, Year Built: 2006, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 7,995 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 12,792 (year 2042), Design Load: HS 20+Mod, Features Intersected: FAU 4442 & PISTOL CREEK, Facility Carried by Structure: FAU 33
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.602, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.9m (121.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very 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: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.17m (30.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $885,000, Roadway Improvement Cost: $89,000, Total Project Cost: $1,328,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5SR0330005, Location: 2.7 M S OF MARYVILLE (Lat: 35.758450, Lng: -83.968700), Route carried "on" structure: US 411, Year Built: 2006, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 7,995 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 12,792 (year 2042), Design Load: HS 20+Mod, Features Intersected: FAU 4442 & PISTOL CREEK, Facility Carried by Structure: FAU 33
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.602, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.9m (121.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very 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: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.17m (30.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $885,000, Roadway Improvement Cost: $89,000, Total Project Cost: $1,328,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5SR0330007, Location: 6.6 SE OF BRUCE ST. (Lat: 35.761233, Lng: -83.965417), Route carried "on" structure: State highway 33, Year Built: 2005, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 9,154 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 14,646 (year 2042), Design Load: HS 20, Features Intersected: BROWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.036, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5SR0330007, Location: 6.6 SE OF BRUCE ST. (Lat: 35.761233, Lng: -83.965417), Route carried "on" structure: State highway 33, Year Built: 2005, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 9,154 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 14,646 (year 2042), Design Load: HS 20, Features Intersected: BROWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.036, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 5SR0350001, Location: 6.0 M SW OF CURIE ST (Lat: 35.788850, Lng: -83.992117), Route carried "on" structure: US 129, Year Built: 1959, Status: Open, Structure Length: 6.60m (21.65ft), Average Daily Traffic: 16,577 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 26,523 (year 2041), Design Load: HS 20, Features Intersected: SR 115 (US 129 NB), Facility Carried by Structure: FAP 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.60m (21.65ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,136,000, Roadway Improvement Cost: $114,000, Total Project Cost: $1,705,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5SR0350001, Location: 6.0 M SW OF CURIE ST (Lat: 35.788850, Lng: -83.992117), Route carried "on" structure: US 129, Year Built: 1959, Status: Open, Structure Length: 6.60m (21.65ft), Average Daily Traffic: 16,577 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 26,523 (year 2041), Design Load: HS 20, Features Intersected: SR 115 (US 129 NB), Facility Carried by Structure: FAP 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.60m (21.65ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,136,000, Roadway Improvement Cost: $114,000, Total Project Cost: $1,705,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5SR0350005, Location: IN MARYVILLE CITY LIMITS (Lat: 35.761433, Lng: -83.968200), Route carried "on" structure: US 129, Year Built: 2003, Status: Open, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 23,135 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 44,384 (year 2039), Design Load: HS 20, Features Intersected: BROWN CR & HARPER AVE, Facility Carried by Structure: FAP 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.718, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Deck: Good, Superstructure: Very good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5SR0350005, Location: IN MARYVILLE CITY LIMITS (Lat: 35.761433, Lng: -83.968200), Route carried "on" structure: US 129, Year Built: 2003, Status: Open, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 23,135 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 44,384 (year 2039), Design Load: HS 20, Features Intersected: BROWN CR & HARPER AVE, Facility Carried by Structure: FAP 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.718, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Deck: Good, Superstructure: Very good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 5SR0350007, Location: 2.5 SW OF MARYVILLE (Lat: 35.759083, Lng: -83.957700), Route carried "on" structure: US 411, Year Built: 1923, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 10,306 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 16,490 (year 2042), Design Load: H 15, Features Intersected: BROWN CREEK, Facility Carried by Structure: FAP 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.957, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Mixed types, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.4m (17.7ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.36m (4.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $3,000, Total Project Cost: $31,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5SR0350007, Location: 2.5 SW OF MARYVILLE (Lat: 35.759083, Lng: -83.957700), Route carried "on" structure: US 411, Year Built: 1923, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 10,306 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 16,490 (year 2042), Design Load: H 15, Features Intersected: BROWN CREEK, Facility Carried by Structure: FAP 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.957, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Mixed types, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.4m (17.7ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.36m (4.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $3,000, Total Project Cost: $31,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5SR0359001, Location: CHURCH ST@HARPER-MARYVILL (Lat: 35.759000, Lng: -83.968500), Route carried "on" structure: City street 4442, Year Built: 1974, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 3,641 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 6,832 (year 2040), Design Load: HS 20, Features Intersected: PISTOL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.8m (48.6ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, 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: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5SR0359001, Location: CHURCH ST@HARPER-MARYVILL (Lat: 35.759000, Lng: -83.968500), Route carried "on" structure: City street 4442, Year Built: 1974, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 3,641 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 6,832 (year 2040), Design Load: HS 20, Features Intersected: PISTOL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.8m (48.6ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, 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: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5SR0359003, Location: 0.1 M. NW. US411MARYVILLE (Lat: 35.759583, Lng: -83.968900), Route carried "on" structure: City street 4442, Year Built: 1920, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 3,641 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 6,624 (year 2039), Features Intersected: PISTOL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.756, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.8m (9.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m
Condition: Channel: Good, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 5SR0359003, Location: 0.1 M. NW. US411MARYVILLE (Lat: 35.759583, Lng: -83.968900), Route carried "on" structure: City street 4442, Year Built: 1920, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 3,641 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 6,624 (year 2039), Features Intersected: PISTOL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.756, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.8m (9.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m
Condition: Channel: Good, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 5SR0730001, Location: NEAR LOUDON-BLOUNT CO.LN. (Lat: 35.738217, Lng: -84.165000), Route carried "on" structure: US 321, Year Built: 1979, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 11,734 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 18,774 (year 2042), Design Load: H 20, Features Intersected: FLOYD CREEK, Facility Carried by Structure: FAP 73
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.86m (2.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $296,000, Roadway Improvement Cost: $30,000, Total Project Cost: $445,000 ( Estimate for 2022)
Structure Number: 5SR0730001, Location: NEAR LOUDON-BLOUNT CO.LN. (Lat: 35.738217, Lng: -84.165000), Route carried "on" structure: US 321, Year Built: 1979, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 11,734 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 18,774 (year 2042), Design Load: H 20, Features Intersected: FLOYD CREEK, Facility Carried by Structure: FAP 73
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.86m (2.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $296,000, Roadway Improvement Cost: $30,000, Total Project Cost: $445,000 ( Estimate for 2022)
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Structure Number: 5SR0730005, Location: NW.OF MARYVILLE (Lat: 35.756017, Lng: -84.030950), Route carried "on" structure: US 321, Year Built: 1977, Status: Open, Structure Length: 4.90m (16.08ft), Average Daily Traffic: 27,344 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 43,750 (year 2042), Design Load: HS 20, Features Intersected: CSX RAILROAD, Facility Carried by Structure: FAP 73 347609A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.647, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), 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: 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: Somewhat better than minimum adequacy, 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5SR0730005, Location: NW.OF MARYVILLE (Lat: 35.756017, Lng: -84.030950), Route carried "on" structure: US 321, Year Built: 1977, Status: Open, Structure Length: 4.90m (16.08ft), Average Daily Traffic: 27,344 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 43,750 (year 2042), Design Load: HS 20, Features Intersected: CSX RAILROAD, Facility Carried by Structure: FAP 73 347609A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.647, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), 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: 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: Somewhat better than minimum adequacy, 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5SR0730006, Location: NW. OF MARYVILLE (Lat: 35.756217, Lng: -84.030767), Route carried "on" structure: US 321, Year Built: 1977, Status: Open, Structure Length: 4.90m (16.08ft), Average Daily Traffic: 27,344 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 43,750 (year 2042), Design Load: HS 20, Features Intersected: CSX RAILROAD, Facility Carried by Structure: FAP 73 347609A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.647, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), 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: 38.7 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5SR0730006, Location: NW. OF MARYVILLE (Lat: 35.756217, Lng: -84.030767), Route carried "on" structure: US 321, Year Built: 1977, Status: Open, Structure Length: 4.90m (16.08ft), Average Daily Traffic: 27,344 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 43,750 (year 2042), Design Load: HS 20, Features Intersected: CSX RAILROAD, Facility Carried by Structure: FAP 73 347609A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.647, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), 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: 38.7 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5SR0730007, Location: 4.1 M S OF SR115 (Lat: 35.752967, Lng: -84.006700), Route carried "on" structure: US 321, Year Built: 1977, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 27,344 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 43,750 (year 2042), Design Load: HS 20, Features Intersected: LAUREL BANK BRANCH, Facility Carried by Structure: FAP 73
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.852, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.2m (13.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 38.7 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $393,000, Roadway Improvement Cost: $40,000, Total Project Cost: $590,000 ( Estimate for 2022)
Structure Number: 5SR0730007, Location: 4.1 M S OF SR115 (Lat: 35.752967, Lng: -84.006700), Route carried "on" structure: US 321, Year Built: 1977, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 27,344 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 43,750 (year 2042), Design Load: HS 20, Features Intersected: LAUREL BANK BRANCH, Facility Carried by Structure: FAP 73
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.852, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.2m (13.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 38.7 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $393,000, Roadway Improvement Cost: $40,000, Total Project Cost: $590,000 ( Estimate for 2022)