Bridge Statistics for Altamont, Tennessee (TN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 112ft / 34.4mTotal length
- $1,419,000Total costs
- 21,170Total average daily traffic
- 1,351Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Altamont
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21930-1939
- 51940-1949
- 31960-1969
- 21970-1979
- 11990-1999
- 12000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 21960-1969
- 01970-1979
- 01980-1989
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 66.7%Good
- 16.7%Satisfactory
- 16.7%Fair
- Bridge Condition - Superstructure
- 83.3%Good
- 16.7%Fair
- Bridge Condition - Substructure
- 50.0%Good
- 33.3%Satisfactory
- 16.7%Fair
- Bridge Condition - Channel
- 73.3%Good
- 20.0%Satisfactory
- 6.7%Poor
- Bridge Condition - Culverts
- 77.8%Good
- 22.2%Satisfactory
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Structure Number: 310A0730001, Location: CITY OF ALTAMONT (Lat: 35.413217, Lng: -85.705800), Route carried "on" structure: City street 73, Year Built: 1934, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 50 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 80 (year 2040), Design Load: HS 20, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.621, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 310A0730001, Location: CITY OF ALTAMONT (Lat: 35.413217, Lng: -85.705800), Route carried "on" structure: City street 73, Year Built: 1934, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 50 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 80 (year 2040), Design Load: HS 20, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.621, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 31S43240007, Location: 1.3 MI.SW.OF ALTAMONT (Lat: 35.403650, Lng: -85.771883), Route carried "on" structure: State highway 50, Year Built: 1935, Year Reconstructed: 2013, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 364 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,152 (year 2040), Design Load: H 15, Features Intersected: ARMSTRONG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.255, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31S43240007, Location: 1.3 MI.SW.OF ALTAMONT (Lat: 35.403650, Lng: -85.771883), Route carried "on" structure: State highway 50, Year Built: 1935, Year Reconstructed: 2013, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 364 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,152 (year 2040), Design Load: H 15, Features Intersected: ARMSTRONG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.255, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 31S43240009, Location: IN ALTAMONT CITY LIMIT (Lat: 35.428317, Lng: -85.727217), Route carried "on" structure: State highway 50, Year Built: 1940, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 364 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,152 (year 2040), Design Load: HS 20, Features Intersected: ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.228, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 31S43240009, Location: IN ALTAMONT CITY LIMIT (Lat: 35.428317, Lng: -85.727217), Route carried "on" structure: State highway 50, Year Built: 1940, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 364 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,152 (year 2040), Design Load: HS 20, Features Intersected: ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.228, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 31S43980001, Location: 3.1 M N OF ALTAMONT (Lat: 35.516800, Lng: -85.752617), Route carried "on" structure: County highway 928, Year Built: 1976, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 600 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,248 (year 2040), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.394, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 31S43980001, Location: 3.1 M N OF ALTAMONT (Lat: 35.516800, Lng: -85.752617), Route carried "on" structure: County highway 928, Year Built: 1976, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 600 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,248 (year 2040), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.394, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 31S43980003, Location: CITY OF ALTAMONT (Lat: 35.446117, Lng: -85.729167), Route carried "on" structure: City street 928, Year Built: 1970, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 600 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,248 (year 2040), Design Load: H 15, Features Intersected: FIRESCALD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.625, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 81.5 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 31S43980003, Location: CITY OF ALTAMONT (Lat: 35.446117, Lng: -85.729167), Route carried "on" structure: City street 928, Year Built: 1970, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 600 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,248 (year 2040), Design Load: H 15, Features Intersected: FIRESCALD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.625, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 81.5 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 31SR0500001, Location: .9 MI.SW.OF I0024 (Lat: 35.288967, Lng: -85.913217), Route carried "on" structure: US 64, Year Built: 1967, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 6,083 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 10,096 (year 2040), Design Load: HS 20, Features Intersected: ELK RIVER, Facility Carried by Structure: FAP 50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: June 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 31SR0500001, Location: .9 MI.SW.OF I0024 (Lat: 35.288967, Lng: -85.913217), Route carried "on" structure: US 64, Year Built: 1967, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 6,083 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 10,096 (year 2040), Design Load: HS 20, Features Intersected: ELK RIVER, Facility Carried by Structure: FAP 50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: June 2017, 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: 31SR0560005, Location: IN ALTAMONT CITY LIMITS (Lat: 35.413250, Lng: -85.705067), Route carried "on" structure: State highway 56, Year Built: 1964, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 2,921 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,016 (year 2040), Design Load: HS 20, Features Intersected: NFA A073 & BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.966, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 44.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.77m (25.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $460,000, Roadway Improvement Cost: $47,000, Total Project Cost: $691,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31SR0560005, Location: IN ALTAMONT CITY LIMITS (Lat: 35.413250, Lng: -85.705067), Route carried "on" structure: State highway 56, Year Built: 1964, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 2,921 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,016 (year 2040), Design Load: HS 20, Features Intersected: NFA A073 & BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.966, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 44.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.77m (25.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $460,000, Roadway Improvement Cost: $47,000, Total Project Cost: $691,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 31SR0560007, Location: IN ALTAMONT CITY LIMITS (Lat: 35.433067, Lng: -85.720667), Route carried "on" structure: State highway 56, Year Built: 2008, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 1,202 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,984 (year 2040), Design Load: HS 20, Features Intersected: PINEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.040, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.9m (19.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 31SR0560007, Location: IN ALTAMONT CITY LIMITS (Lat: 35.433067, Lng: -85.720667), Route carried "on" structure: State highway 56, Year Built: 2008, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 1,202 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,984 (year 2040), Design Load: HS 20, Features Intersected: PINEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.040, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.9m (19.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 31SR0560009, Location: IN ALTAMONT CITY LIMITS (Lat: 35.438783, Lng: -85.711400), Route carried "on" structure: State highway 56, Year Built: 2011, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,202 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,984 (year 2040), Design Load: HS 20, Features Intersected: FIRESCALD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.263, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft)
Condition: Channel: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31SR0560009, Location: IN ALTAMONT CITY LIMITS (Lat: 35.438783, Lng: -85.711400), Route carried "on" structure: State highway 56, Year Built: 2011, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,202 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,984 (year 2040), Design Load: HS 20, Features Intersected: FIRESCALD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.263, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft)
Condition: Channel: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 31SR1080001, Location: .1 MI FROM GROSS RD. (Lat: 35.333450, Lng: -85.565583), Route carried "on" structure: State highway 108, Year Built: 1940, Year Reconstructed: 2001, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 862 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,888 (year 2040), Design Load: HS 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.104, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31SR1080001, Location: .1 MI FROM GROSS RD. (Lat: 35.333450, Lng: -85.565583), Route carried "on" structure: State highway 108, Year Built: 1940, Year Reconstructed: 2001, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 862 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,888 (year 2040), Design Load: HS 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.104, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 31SR1080011, Location: IN ALTAMONT CITY LIMITS (Lat: 35.430983, Lng: -85.726117), Route carried "on" structure: State highway 108, Year Built: 1940, Year Reconstructed: 1967, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,615 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 3,264 (year 2040), Design Load: HS 20, Features Intersected: ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.936, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
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: May 2020
Structure Number: 31SR1080011, Location: IN ALTAMONT CITY LIMITS (Lat: 35.430983, Lng: -85.726117), Route carried "on" structure: State highway 108, Year Built: 1940, Year Reconstructed: 1967, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,615 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 3,264 (year 2040), Design Load: HS 20, Features Intersected: ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.936, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
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: May 2020
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Structure Number: 31SR1080013, Location: IN ALTAMONT CITY LIMITS (Lat: 35.432717, Lng: -85.729467), Route carried "on" structure: State highway 108, Year Built: 1929, Status: Posted for load, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 1,615 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 3,264 (year 2040), Design Load: H 15, Features Intersected: PINEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.290, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.1 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.75m (12.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $485,000, Roadway Improvement Cost: $49,000, Total Project Cost: $728,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31SR1080013, Location: IN ALTAMONT CITY LIMITS (Lat: 35.432717, Lng: -85.729467), Route carried "on" structure: State highway 108, Year Built: 1929, Status: Posted for load, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 1,615 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 3,264 (year 2040), Design Load: H 15, Features Intersected: PINEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.290, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.1 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.75m (12.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $485,000, Roadway Improvement Cost: $49,000, Total Project Cost: $728,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 31SR1080015, Location: .05 MI.N.OF WINTON RD. (Lat: 35.460567, Lng: -85.841333), Route carried "on" structure: State highway 108, Year Built: 1945, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,615 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 3,264 (year 2040), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.779, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.4 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 31SR1080015, Location: .05 MI.N.OF WINTON RD. (Lat: 35.460567, Lng: -85.841333), Route carried "on" structure: State highway 108, Year Built: 1945, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,615 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 3,264 (year 2040), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.779, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 32.4 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 31SR1080017, Location: .1 MI FROM GROSS RD. (Lat: 35.460567, Lng: -85.841333), Route carried "on" structure: State highway 108, Year Built: 1940, Year Reconstructed: 1967, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,615 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 3,264 (year 2040), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.811, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 31SR1080017, Location: .1 MI FROM GROSS RD. (Lat: 35.460567, Lng: -85.841333), Route carried "on" structure: State highway 108, Year Built: 1940, Year Reconstructed: 1967, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,615 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 3,264 (year 2040), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.811, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 89S43980003, Location: 0.1 MI. N. OF GRUNDY CO. (Lat: 35.526467, Lng: -85.754467), Route carried "on" structure: County highway 928, Year Built: 1990, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 412 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 672 (year 2039), Design Load: HS 20, Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 89S43980003, Location: 0.1 MI. N. OF GRUNDY CO. (Lat: 35.526467, Lng: -85.754467), Route carried "on" structure: County highway 928, Year Built: 1990, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 412 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 672 (year 2039), Design Load: HS 20, Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 31SR0560005, Location: IN CUMBERLAND HEIGHTS (Lat: 35.413250, Lng: -85.721733), Route carried "under" structure: City street 73, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 50 (year 2022), Truck Traffic: 2%, Features Intersected: SR 56, Facility Carried by Structure: FAP 56
Minimum Vertical Clearance: 7.34m (24.08ft), Kilometerpoint: 0.595, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft)
Structure Number: 31SR0560005, Location: IN CUMBERLAND HEIGHTS (Lat: 35.413250, Lng: -85.721733), Route carried "under" structure: City street 73, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 50 (year 2022), Truck Traffic: 2%, Features Intersected: SR 56, Facility Carried by Structure: FAP 56
Minimum Vertical Clearance: 7.34m (24.08ft), Kilometerpoint: 0.595, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft)