Bridge Statistics for Greenback, Tennessee (TN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 108ft / 32.9mTotal length
- $2,931,000Total costs
- 34,573Total average daily traffic
- 5,734Total average daily truck traffic
- 53,171Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Greenback
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11930-1939
- 11960-1969
- 11970-1979
- 11980-1989
- 41990-1999
- 12000-2009
- 32010-2019
- Bridge Condition - Deck
- 75.0%Very good
- 12.5%Good
- 12.5%Fair
- Bridge Condition - Superstructure
- 75.0%Very good
- 12.5%Good
- 12.5%Fair
- Bridge Condition - Substructure
- 50.0%Very good
- 37.5%Good
- 12.5%Fair
- Bridge Condition - Channel
- 25.0%Very good
- 66.7%Good
- 8.3%Satisfactory
- Bridge Condition - Culverts
- 80.0%Good
- 20.0%Satisfactory
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Structure Number: 50A0030001, Location: ON HENRY LN. OFF US 411. (Lat: 35.672600, Lng: -84.107767), Route carried "on" structure: County highway 5843, Year Built: 1999, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,648 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 896 (year 2041), Design Load: HS 20, Features Intersected: BAKER CREEK, Facility Carried by Structure: NFA A003
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.465, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 50A0030001, Location: ON HENRY LN. OFF US 411. (Lat: 35.672600, Lng: -84.107767), Route carried "on" structure: County highway 5843, Year Built: 1999, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,648 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 896 (year 2041), Design Load: HS 20, Features Intersected: BAKER CREEK, Facility Carried by Structure: NFA A003
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.465, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 50A0040001, Location: RAMSEY RD OFF US-411. (Lat: 35.677200, Lng: -84.093967), Route carried "on" structure: County highway 4, Year Built: 2001, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 230 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 368 (year 2039), Design Load: HS 20, Features Intersected: BAKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 50A0040001, Location: RAMSEY RD OFF US-411. (Lat: 35.677200, Lng: -84.093967), Route carried "on" structure: County highway 4, Year Built: 2001, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 230 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 368 (year 2039), Design Load: HS 20, Features Intersected: BAKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 50A0050001, Location: SPRINGVIEW RD @ MORGANTON (Lat: 35.693017, Lng: -84.087317), Route carried "on" structure: County highway 5, Year Built: 1993, Status: Closed, Structure Length: 2.45m (8.04ft), Average Daily Traffic: 250 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 400 (year 2041), Design Load: H 15, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 9.2m (30.2ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.32m (10.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $632,000, Roadway Improvement Cost: $64,000, Total Project Cost: $949,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 50A0050001, Location: SPRINGVIEW RD @ MORGANTON (Lat: 35.693017, Lng: -84.087317), Route carried "on" structure: County highway 5, Year Built: 1993, Status: Closed, Structure Length: 2.45m (8.04ft), Average Daily Traffic: 250 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 400 (year 2041), Design Load: H 15, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 9.2m (30.2ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.32m (10.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $632,000, Roadway Improvement Cost: $64,000, Total Project Cost: $949,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 50A8440001, Location: 10. M. SW. MARYVILLE. (Lat: 35.658383, Lng: -84.106717), Route carried "on" structure: County highway 844, Year Built: 1984, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 960 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,536 (year 2039), Design Load: HS 20+Mod, Features Intersected: LITTLE BAKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.259, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: 6.6m (21.7ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Good, Culverts: 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: Equal to 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: 0.81m (2.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $55,000, Roadway Improvement Cost: $6,000, Total Project Cost: $83,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 50A8440001, Location: 10. M. SW. MARYVILLE. (Lat: 35.658383, Lng: -84.106717), Route carried "on" structure: County highway 844, Year Built: 1984, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 960 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,536 (year 2039), Design Load: HS 20+Mod, Features Intersected: LITTLE BAKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.259, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: 6.6m (21.7ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Good, Culverts: 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: Equal to 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: 0.81m (2.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $55,000, Roadway Improvement Cost: $6,000, Total Project Cost: $83,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 50A8590001, Location: 13.5 M. SW. MARYVILLE. (Lat: 35.608033, Lng: -84.128333), Route carried "on" structure: County highway 859, Year Built: 2010, Status: Open, Structure Length: 8.63m (28.31ft), Average Daily Traffic: 440 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 704 (year 2039), Design Load: HL 93, Features Intersected: NINE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.024, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 50A8590001, Location: 13.5 M. SW. MARYVILLE. (Lat: 35.608033, Lng: -84.128333), Route carried "on" structure: County highway 859, Year Built: 2010, Status: Open, Structure Length: 8.63m (28.31ft), Average Daily Traffic: 440 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 704 (year 2039), Design Load: HL 93, Features Intersected: NINE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.024, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: 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: 50A8600003, Location: 13 M. SW. MARYVILLE. (Lat: 35.604150, Lng: -84.105800), Route carried "on" structure: County highway 860, Year Built: 2010, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 220 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 352 (year 2040), Design Load: HS 20, Features Intersected: NINE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.101, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 50A8600003, Location: 13 M. SW. MARYVILLE. (Lat: 35.604150, Lng: -84.105800), Route carried "on" structure: County highway 860, Year Built: 2010, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 220 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 352 (year 2040), Design Load: HS 20, Features Intersected: NINE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.101, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 50A8630001, Location: 14.5 M. SW. MARYVILLE. (Lat: 35.605950, Lng: -84.150183), Route carried "on" structure: County highway 863, Year Built: 1915, Status: Posted for load, Structure Length: 3.03m (9.94ft), Average Daily Traffic: 350 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 560 (year 2039), Design Load: H 10, Features Intersected: NINE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.068, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.87m (12.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $750,000, Roadway Improvement Cost: $76,000, Total Project Cost: $1,126,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 50A8630001, Location: 14.5 M. SW. MARYVILLE. (Lat: 35.605950, Lng: -84.150183), Route carried "on" structure: County highway 863, Year Built: 1915, Status: Posted for load, Structure Length: 3.03m (9.94ft), Average Daily Traffic: 350 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 560 (year 2039), Design Load: H 10, Features Intersected: NINE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.068, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.87m (12.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $750,000, Roadway Improvement Cost: $76,000, Total Project Cost: $1,126,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5SR3360001, Location: 2 M W OF US 129 (Lat: 35.606017, Lng: -84.103783), Route carried "on" structure: State highway 336, Year Built: 2011, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 2,362 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,779 (year 2042), Design Load: HS 20, Features Intersected: LITTLE BAKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.829, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: 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: 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: October 2021
Structure Number: 5SR3360001, Location: 2 M W OF US 129 (Lat: 35.606017, Lng: -84.103783), Route carried "on" structure: State highway 336, Year Built: 2011, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 2,362 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,779 (year 2042), Design Load: HS 20, Features Intersected: LITTLE BAKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.829, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: 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: 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: October 2021
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Structure Number: 53006470001, Location: 2 MI N OF SR33 AT CO LINE (Lat: 35.639617, Lng: -84.215883), Route carried "on" structure: County highway 1216, Year Built: 1977, Status: Open, Structure Length: 7.18m (23.56ft), Average Daily Traffic: 2,225 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,280 (year 2040), Design Load: H 20, Features Intersected: BAKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.993, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.7m (87.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53006470001, Location: 2 MI N OF SR33 AT CO LINE (Lat: 35.639617, Lng: -84.215883), Route carried "on" structure: County highway 1216, Year Built: 1977, Status: Open, Structure Length: 7.18m (23.56ft), Average Daily Traffic: 2,225 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,280 (year 2040), Design Load: H 20, Features Intersected: BAKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.993, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.7m (87.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 530A3850001, Location: GODDARD ROAD (Lat: 35.663817, Lng: -84.135083), Route carried "on" structure: City street 385, Year Built: 1998, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 120 (year 2022), Average Future Daily Traffic: 192 (year 2040), Design Load: HS 20, Features Intersected: BAKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.180, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present 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: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 530A3850001, Location: GODDARD ROAD (Lat: 35.663817, Lng: -84.135083), Route carried "on" structure: City street 385, Year Built: 1998, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 120 (year 2022), Average Future Daily Traffic: 192 (year 2040), Design Load: HS 20, Features Intersected: BAKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.180, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present 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: August 2020, 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: 53S24240001, Location: AT BLOUNT COUNTY LINE (Lat: 35.668600, Lng: -84.147083), Route carried "on" structure: County highway 1216, Year Built: 1960, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 1,208 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,808 (year 2040), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.769, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 51.3 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 53S24240001, Location: AT BLOUNT COUNTY LINE (Lat: 35.668600, Lng: -84.147083), Route carried "on" structure: County highway 1216, Year Built: 1960, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 1,208 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,808 (year 2040), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.769, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 51.3 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 53SR0330001, Location: .3 M SW OF COPE RD (Lat: 35.632583, Lng: -84.168217), Route carried "on" structure: US 411, Year Built: 1930, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 12,280 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 19,648 (year 2041), Design Load: H 15, Features Intersected: BYRD BRANCH, Facility Carried by Structure: FAP 33
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.993, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.74m (2.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $232,000, Roadway Improvement Cost: $24,000, Total Project Cost: $349,000 ( Estimate for 2021)
Structure Number: 53SR0330001, Location: .3 M SW OF COPE RD (Lat: 35.632583, Lng: -84.168217), Route carried "on" structure: US 411, Year Built: 1930, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 12,280 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 19,648 (year 2041), Design Load: H 15, Features Intersected: BYRD BRANCH, Facility Carried by Structure: FAP 33
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.993, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.74m (2.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $232,000, Roadway Improvement Cost: $24,000, Total Project Cost: $349,000 ( Estimate for 2021)
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Structure Number: 53SR0330003, Location: 1.4 M N OF GREENBACK (Lat: 35.639617, Lng: -84.154450), Route carried "on" structure: US 411, Year Built: 1999, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 12,280 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 19,648 (year 2041), Design Load: HS 20, Features Intersected: BYRD BRANCH, Facility Carried by Structure: FAP 33
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.474, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $282,000, Roadway Improvement Cost: $29,000, Total Project Cost: $424,000 ( Estimate for 2021)
Structure Number: 53SR0330003, Location: 1.4 M N OF GREENBACK (Lat: 35.639617, Lng: -84.154450), Route carried "on" structure: US 411, Year Built: 1999, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 12,280 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 19,648 (year 2041), Design Load: HS 20, Features Intersected: BYRD BRANCH, Facility Carried by Structure: FAP 33
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.474, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $282,000, Roadway Improvement Cost: $29,000, Total Project Cost: $424,000 ( Estimate for 2021)