Bridge Statistics for Elgin, Tennessee (TN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 75ft / 22.6mTotal length
- $2,361,000Total costs
- 9,209Total average daily traffic
- 853Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Elgin
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 21930-1939
- 11940-1949
- 31970-1979
- 11980-1989
- 12000-2009
- Bridge Condition - Deck
- 16.7%Good
- 50.0%Satisfactory
- 33.3%Fair
- Bridge Condition - Superstructure
- 33.3%Good
- 50.0%Satisfactory
- 16.7%Fair
- Bridge Condition - Substructure
- 16.7%Good
- 83.3%Satisfactory
- Bridge Condition - Channel
- 42.9%Satisfactory
- 42.9%Fair
- 14.3%Poor
- Bridge Condition - Culverts
- 50.0%Satisfactory
- 50.0%Fair
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Structure Number: 65023960001, Location: 2 M NE OF US27 @ SCOTT CO (Lat: 36.320550, Lng: -84.664567), Route carried "on" structure: County highway 2396, Year Built: 1983, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 273 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 480 (year 2041), Design Load: HS 20+Mod, Features Intersected: WHITEOAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.286, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 65023960001, Location: 2 M NE OF US27 @ SCOTT CO (Lat: 36.320550, Lng: -84.664567), Route carried "on" structure: County highway 2396, Year Built: 1983, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 273 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 480 (year 2041), Design Load: HS 20+Mod, Features Intersected: WHITEOAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.286, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 76023920001, Location: E OFF US27 AT MORGAN CO L (Lat: 36.310617, Lng: -84.623950), Route carried "on" structure: County highway 2392, Year Built: 1940, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 248 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 384 (year 2041), Features Intersected: WEBB CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.592, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $152,000, Roadway Improvement Cost: $16,000, Total Project Cost: $229,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 76023920001, Location: E OFF US27 AT MORGAN CO L (Lat: 36.310617, Lng: -84.623950), Route carried "on" structure: County highway 2392, Year Built: 1940, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 248 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 384 (year 2041), Features Intersected: WEBB CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.592, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $152,000, Roadway Improvement Cost: $16,000, Total Project Cost: $229,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 76023960001, Location: N OF US27 AT MORGAN CO LI (Lat: 36.318033, Lng: -84.633217), Route carried "on" structure: County highway 2396, Year Built: 1975, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 273 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 480 (year 2041), Features Intersected: BLACK WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.655, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $272,000, Roadway Improvement Cost: $28,000, Total Project Cost: $409,000 ( Estimate for 2021)
Structure Number: 76023960001, Location: N OF US27 AT MORGAN CO LI (Lat: 36.318033, Lng: -84.633217), Route carried "on" structure: County highway 2396, Year Built: 1975, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 273 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 480 (year 2041), Features Intersected: BLACK WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.655, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $272,000, Roadway Improvement Cost: $28,000, Total Project Cost: $409,000 ( Estimate for 2021)
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Structure Number: 76023960003, Location: N OF US27 AT MORGAN CO LI (Lat: 36.321042, Lng: -84.653764), Route carried "on" structure: County highway 2396, Year Built: 1976, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 273 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 480 (year 2041), Design Load: HS 20, Features Intersected: BLACK WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, 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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 76023960003, Location: N OF US27 AT MORGAN CO LI (Lat: 36.321042, Lng: -84.653764), Route carried "on" structure: County highway 2396, Year Built: 1976, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 273 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 480 (year 2041), Design Load: HS 20, Features Intersected: BLACK WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, 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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 760A2430001, Location: 4.3 M SE OF US27-SR52 JCT (Lat: 36.285367, Lng: -84.560217), Route carried "on" structure: County highway 246, Year Built: 1975, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 20 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 32 (year 2041), Design Load: H 15, Features Intersected: BLACK WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.698, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $104,000, Roadway Improvement Cost: $11,000, Total Project Cost: $157,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 760A2430001, Location: 4.3 M SE OF US27-SR52 JCT (Lat: 36.285367, Lng: -84.560217), Route carried "on" structure: County highway 246, Year Built: 1975, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 20 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 32 (year 2041), Design Load: H 15, Features Intersected: BLACK WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.698, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $104,000, Roadway Improvement Cost: $11,000, Total Project Cost: $157,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 76SR0290003, Location: 1.9 MI SW JCT SR52 (Lat: 36.316767, Lng: -84.624833), Route carried "on" structure: US 27, Year Built: 1925, Year Reconstructed: 1989, Status: Posted for load, Structure Length: 4.71m (15.45ft), Average Daily Traffic: 2,232 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,571 (year 2041), Design Load: HS 20, Features Intersected: BLACK WOLF CREEK, Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.977, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.2 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: 22.4 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.71m (15.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $891,000, Roadway Improvement Cost: $90,000, Total Project Cost: $1,337,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 76SR0290003, Location: 1.9 MI SW JCT SR52 (Lat: 36.316767, Lng: -84.624833), Route carried "on" structure: US 27, Year Built: 1925, Year Reconstructed: 1989, Status: Posted for load, Structure Length: 4.71m (15.45ft), Average Daily Traffic: 2,232 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,571 (year 2041), Design Load: HS 20, Features Intersected: BLACK WOLF CREEK, Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.977, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.2 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: 22.4 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.71m (15.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $891,000, Roadway Improvement Cost: $90,000, Total Project Cost: $1,337,000 ( Estimate for 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: 76SR0290007, Location: .9 MI SW JCT SR52 (Lat: 36.322333, Lng: -84.612117), Route carried "on" structure: US 27, Year Built: 1927, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 2,232 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,571 (year 2041), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.458, Lanes on structure: 2, Base Highway Network: Yes, 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), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.69m (2.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $152,000, Roadway Improvement Cost: $16,000, Total Project Cost: $229,000 ( Estimate for 2021)
Structure Number: 76SR0290007, Location: .9 MI SW JCT SR52 (Lat: 36.322333, Lng: -84.612117), Route carried "on" structure: US 27, Year Built: 1927, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 2,232 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,571 (year 2041), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: FAP 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.458, Lanes on structure: 2, Base Highway Network: Yes, 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), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.69m (2.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $152,000, Roadway Improvement Cost: $16,000, Total Project Cost: $229,000 ( Estimate for 2021)
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Structure Number: 76SR0520001, Location: .19 MI.EAST OF MORGAN CO. (Lat: 36.334467, Lng: -84.606650), Route carried "on" structure: State highway 52, Year Built: 2000, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 1,176 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,882 (year 2041), Design Load: HS 20, Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.886, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 76SR0520001, Location: .19 MI.EAST OF MORGAN CO. (Lat: 36.334467, Lng: -84.606650), Route carried "on" structure: State highway 52, Year Built: 2000, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 1,176 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,882 (year 2041), Design Load: HS 20, Features Intersected: SOUTHERN RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.886, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 760A2870001, Location: W OF US27-S OF ROBBINS (Lat: 36.340083, Lng: -84.597817), Route carried "under" structure: County highway 235, Year Built: 1930, Structure Length: 0. m, Average Daily Traffic: 250 (year 2022), Truck Traffic: 2%, Features Intersected: SOUTHERN RAILWAY, Facility Carried by Structure: SOU RWY
Minimum Vertical Clearance: 2.49m (8.17ft), Kilometerpoint: 0.055, Lanes under structure: 1, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 3.7m (12.1ft)
Structure Number: 760A2870001, Location: W OF US27-S OF ROBBINS (Lat: 36.340083, Lng: -84.597817), Route carried "under" structure: County highway 235, Year Built: 1930, Structure Length: 0. m, Average Daily Traffic: 250 (year 2022), Truck Traffic: 2%, Features Intersected: SOUTHERN RAILWAY, Facility Carried by Structure: SOU RWY
Minimum Vertical Clearance: 2.49m (8.17ft), Kilometerpoint: 0.055, Lanes under structure: 1, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 3.7m (12.1ft)
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Structure Number: 76SR0290029, Location: SOUTH OF SR 52 (Lat: 36.317183, Lng: -84.624183), Route carried "under" structure: US 27, Year Built: 1930, Structure Length: 0. m, Average Daily Traffic: 2,232 (year 2020), Truck Traffic: 11%, Features Intersected: SOUTHERN RAILWAY, Facility Carried by Structure: SOU RWY 841846W
Minimum Vertical Clearance: 6.12m (20.08ft), Kilometerpoint: 3.058, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.7m (64.6ft)
Structure Number: 76SR0290029, Location: SOUTH OF SR 52 (Lat: 36.317183, Lng: -84.624183), Route carried "under" structure: US 27, Year Built: 1930, Structure Length: 0. m, Average Daily Traffic: 2,232 (year 2020), Truck Traffic: 11%, Features Intersected: SOUTHERN RAILWAY, Facility Carried by Structure: SOU RWY 841846W
Minimum Vertical Clearance: 6.12m (20.08ft), Kilometerpoint: 3.058, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.7m (64.6ft)