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Bridge Statistics for Nashville-Davidson, Tennessee (TN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Nashville-Davidson, TN, Tennessee, Tennessee forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 1,182
Total length: 10,489 meters (34,413ft) Total costs: $623,728,000 Total average daily traffic: 42,931,262 Total average daily truck traffic: 2,901,321 National Bridge Inventory (NBI) Registered Bridges for Nashville-Davidson
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Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >> Show street view
Structure Number: 19I00400011, Location: I40/SR1 (Lat: 36.081017, Lng: -86.956467), Route carried "on" structure: Interstate 40, Year Built: 1959, Year Reconstructed: 1992, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 57,940 (year 2011), Truck Traffic: 22%, Average Future Daily Traffic: 96,304 (year 2032), Design Load: HS 20, Features Intersected: I40 / SR 1 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.773, Lanes on structure: 7, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 39.6m (129.9ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 39.0m (128.0ft), Out-to-Out Width: 39.6m (129.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.22m (20.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Bridge Improvement Cost: $3,474,000, Roadway Improvement Cost: $348,000, Total Project Cost: $5,212,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 19I00400013, Location: I40/ SAWYER BROWN RD (Lat: 36.103333, Lng: -86.931667), Route carried "on" structure: Interstate 40, Year Built: 1959, Year Reconstructed: 1991, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 65,660 (year 2011), Truck Traffic: 22%, Average Future Daily Traffic: 108,432 (year 2032), Design Load: HS 20, Features Intersected: I40-RL/SAWYER BROWN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.346, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 35 degrees, Material/Design: Steel 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: 17.8m (58.4ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 81.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 19I00400014, Location: SAWYER BROWN RD-DAVIDSON (Lat: 36.105000, Lng: -86.931567), Route carried "on" structure: Interstate 40, Year Built: 1959, Year Reconstructed: 1991, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 65,660 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 108,432 (year 2032), Design Load: HS 20, Features Intersected: I40-LL/SAWYER BROWN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.346, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 35 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 17.8m (58.4ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 81.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 19I00400015, Location: I40/ OLD HICKORY BLVD (Lat: 36.110967, Lng: -86.922950), Route carried "on" structure: Interstate 40, Year Built: 1959, Year Reconstructed: 1992, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 65,660 (year 2011), Truck Traffic: 22%, Average Future Daily Traffic: 108,432 (year 2032), Design Load: HS 20, Features Intersected: I40 / OLD HICKORY BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.408, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 36.0m (118.1ft), Out-to-Out Width: 36.6m (120.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 19I00400017, Location: I40/ DAVIDSON RD (Lat: 36.126283, Lng: -86.903217), Route carried "on" structure: Interstate 40, Year Built: 1959, Year Reconstructed: 1992, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 83,450 (year 2011), Truck Traffic: 18%, Average Future Daily Traffic: 137,696 (year 2032), Design Load: HS 20, Features Intersected: I40 / DAVIDSON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.886, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 36.0m (118.1ft), Out-to-Out Width: 36.6m (120.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 82.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 19I00400019, Location: 1.8 M NE JCT SR251&I40 (Lat: 36.125000, Lng: -86.903333), Route carried "on" structure: Interstate 40, Year Built: 1959, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 83,450 (year 2011), Truck Traffic: 18%, Average Future Daily Traffic: 137,696 (year 2032), Design Load: HS 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.967, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 43.9m (144.0ft), Skew: 13 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: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Bridge Improvement Cost: $462,000, Roadway Improvement Cost: $47,000, Total Project Cost: $694,000 ( Estimate for 2012) Find on map >> Show street view
Structure Number: 19I00400021, Location: I40/ CHARLOTTE PK (Lat: 36.128333, Lng: -86.900000), Route carried "on" structure: Interstate 40, Year Built: 1959, Year Reconstructed: 1992, Status: Open, Structure Length: 11.52m (37.80ft), Average Daily Traffic: 83,450 (year 2011), Truck Traffic: 18%, Average Future Daily Traffic: 137,696 (year 2032), Design Load: HS 20, Features Intersected: I40 / CHARLOTTE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.482, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 15 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 39.0m (128.0ft), Out-to-Out Width: 39.6m (129.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 86.4 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 19I00400023, Location: I40/ GLEES FERRY RD (Lat: 36.141533, Lng: -86.885067), Route carried "on" structure: Interstate 40, Year Built: 1962, Year Reconstructed: 1989, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 88,410 (year 2011), Truck Traffic: 16%, Average Future Daily Traffic: 137,872 (year 2032), Design Load: HS 20, Features Intersected: I40 / OLD HICKORY BLVD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.236, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 32 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 34.1m (111.9ft), Out-to-Out Width: 34.7m (113.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 19I00400025, Location: I40 / AMERICAN RD (Lat: 36.146667, Lng: -86.875000), Route carried "on" structure: Interstate 40, Year Built: 1962, Year Reconstructed: 1989, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 88,410 (year 2011), Truck Traffic: 16%, Average Future Daily Traffic: 137,872 (year 2032), Design Load: HS 20, Features Intersected: I40 / AMERICAN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.443, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 34.1m (111.9ft), Out-to-Out Width: 34.7m (113.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 19I00400027, Location: I40/ WESTBORO RD (Lat: 36.149133, Lng: -86.873533), Route carried "on" structure: Interstate 40, Year Built: 1962, Year Reconstructed: 1988, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 88,410 (year 2011), Truck Traffic: 16%, Average Future Daily Traffic: 137,872 (year 2032), Design Load: HS 20, Features Intersected: I40 / WESTBORO ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.604, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 34.1m (111.9ft), Out-to-Out Width: 34.7m (113.8ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 19I00400029, Location: ROBERTSON RD.,W.NASHVILLE (Lat: 36.152617, Lng: -86.857783), Route carried "on" structure: State highway 155, Year Built: 2010, Status: Open, Structure Length: 8.52m (27.95ft), Average Daily Traffic: 43,650 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 69,840 (year 2032), Design Load: HS 20, Features Intersected: WHITE BRIDGE ROAD / I40 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.321, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.6m (143.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 25.1m (82.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.52m (27.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Bridge Improvement Cost: $1,696,000, Roadway Improvement Cost: $170,000, Total Project Cost: $2,545,000 ( Estimate for 2012), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 19I00400031, Location: .1 M E SR155&I40 (Lat: 36.151667, Lng: -86.855000), Route carried "on" structure: Interstate 40, Year Built: 1963, Year Reconstructed: 2002, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 124,030 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 188,208 (year 2032), Design Load: HS 20, Features Intersected: RICHLAND CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.374, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 50.5m (165.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.3m (53.5ft), Curb-To-Curb Width: 40.8m (133.9ft), Out-to-Out Width: 51.1m (167.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.94m (16.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Bridge Improvement Cost: $3,518,000, Roadway Improvement Cost: $352,000, Total Project Cost: $5,278,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 19I00400033, Location: I40/ MORROW RD (Lat: 36.151667, Lng: -86.853333), Route carried "on" structure: Interstate 40, Year Built: 1963, Year Reconstructed: 2002, Status: Open, Structure Length: 3.34m (10.96ft), Average Daily Traffic: 124,030 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 188,208 (year 2032), Design Load: HS 20, Features Intersected: I40 / MORROW RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.551, Lanes on structure: 11, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 53.4m (175.2ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 53.4m (175.2ft), Out-to-Out Width: 54.0m (177.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.34m (10.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 11, Bridge Improvement Cost: $2,572,000, Roadway Improvement Cost: $258,000, Total Project Cost: $3,859,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 19I00400035, Location: I40 51ST AVE N (Lat: 36.151667, Lng: -86.850000), Route carried "on" structure: Interstate 40, Year Built: 1963, Year Reconstructed: 2002, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 124,030 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 188,208 (year 2032), Design Load: HS 20, Features Intersected: I40 / 51ST AVE NORTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.873, Lanes on structure: 8, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 45.5m (149.3ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.7m (64.6ft), Curb-To-Curb Width: 45.5m (149.3ft), Out-to-Out Width: 46.1m (151.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 19I00400037, Location: I40/ 46TH AVE N (Lat: 36.153333, Lng: -86.843333), Route carried "on" structure: Interstate 40, Year Built: 1967, Year Reconstructed: 2002, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 132,390 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 199,920 (year 2032), Design Load: HS 20, Features Intersected: I40 / 46TH AVE NORTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.453, Lanes on structure: 10, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 53.9m (176.8ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 58.6m (192.3ft), Out-to-Out Width: 59.3m (194.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 19I00400039, Location: 1.2 M E JCT SR155&I40 (Lat: 36.153333, Lng: -86.836667), Route carried "on" structure: Interstate 40, Year Built: 1967, Year Reconstructed: 2001, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 132,390 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 199,920 (year 2032), Design Load: HS 20, Features Intersected: CSX RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.968, Lanes on structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 40.1m (131.6ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 43.6m (143.0ft), Out-to-Out Width: 43.9m (144.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 19I00400041, Location: I40/40TH AVE N (Lat: 36.153333, Lng: -86.835000), Route carried "on" structure: Interstate 40, Year Built: 1967, Year Reconstructed: 2002, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 132,390 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 211,824 (year 2032), Design Load: HS 20, Features Intersected: I40 / 40TH AVE NORTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.129, Lanes on structure: 10, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 49.6m (162.7ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 49.9m (163.7ft), Out-to-Out Width: 50.5m (165.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 19I00400047, Location: I40 /CLIFTON AVE (Lat: 36.156667, Lng: -86.821667), Route carried "on" structure: Interstate 40, Year Built: 1967, Year Reconstructed: 1983, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 100,400 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 146,224 (year 2032), Design Load: HS 20, Features Intersected: I40 RL / CLIFTON AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.480, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 22.0m (72.2ft), Out-to-Out Width: 22.6m (74.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 81.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 19I00400048, Location: I40 /CLIFTON AVE (Lat: 36.156667, Lng: -86.821667), Route carried "on" structure: Interstate 40, Year Built: 1967, Year Reconstructed: 1983, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 100,400 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 160,640 (year 2032), Design Load: HS 20, Features Intersected: I40 LL / CLIFTON AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.480, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 23.5m (77.1ft), Out-to-Out Width: 24.1m (79.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 19I00400049, Location: I40 / 28TH AVE N (Lat: 36.161667, Lng: -86.820000), Route carried "on" structure: Interstate 40, Year Built: 1967, Year Reconstructed: 1985, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 100,400 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 146,224 (year 2032), Design Load: HS 20, Features Intersected: I40 / 28TH AVE NORTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.963, Lanes on structure: 7, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 39.6m (129.9ft), Skew: 15 degrees, Material/Design: Steel continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 39.2m (128.6ft), Out-to-Out Width: 39.8m (130.6ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 19I00400051, Location: IN NASHVILLE (Lat: 36.166667, Lng: -86.815000), Route carried "on" structure: Interstate 40, Year Built: 1967, Status: Open, Structure Length: 28.41m (93.21ft), Average Daily Traffic: 81,680 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 130,688 (year 2032), Design Load: HS 20, Features Intersected: I40 / JEFFERSON ST-CSXRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.671, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 32.9m (107.9ft), Out-to-Out Width: 33.5m (109.9ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 28.41m (93.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Bridge Improvement Cost: $15,263,000, Roadway Improvement Cost: $1,527,000, Total Project Cost: $22,895,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 19I00400053, Location: 18TH AVE / I40 (Lat: 36.170067, Lng: -86.806650), Route carried "on" structure: City street 3295, Year Built: 1967, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 9,600 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 15,360 (year 2032), Design Load: HS 20, Features Intersected: D.B. TODD JR. BLVD / I40 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.124, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 11, Bridge Improvement Cost: $687,000, Roadway Improvement Cost: $69,000, Total Project Cost: $1,031,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 19I00400056, Location: I40-I65 INTERCHANGE - C3 (Lat: 36.170000, Lng: -86.801667), Route carried "on" structure: Interstate 40, Year Built: 1967, Status: Open, Structure Length: 17.10m (56.10ft), Average Daily Traffic: 81,680 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 130,688 (year 2032), Design Load: HS 20, Features Intersected: I40 STR 13/I65 & I65 RMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.975, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 19I00400057, Location: IN NORTH NASHVILLE (Lat: 36.171317, Lng: -86.799017), Route carried "on" structure: City street 3258, Year Built: 1967, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 13,700 (year 2012), Truck Traffic: 9%, Average Future Daily Traffic: 21,920 (year 2032), Design Load: HS 20, Features Intersected: JEFFERSON ST / I-40 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.575, Lanes on structure: 4, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.7m (117.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 21.3m (69.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.86m (22.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 11, Bridge Improvement Cost: $341,000, Roadway Improvement Cost: $35,000, Total Project Cost: $512,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 19I00400061, Location: I40/ HERMAN ST ICG RR (Lat: 36.166667, Lng: -86.796667), Route carried "on" structure: Interstate 40, Year Built: 1967, Status: Open, Structure Length: 10.55m (34.61ft), Average Daily Traffic: 114,560 (year 2011), Truck Traffic: 12%, Average Future Daily Traffic: 183,296 (year 2032), Design Load: HS 20, Features Intersected: I40 / HERMAN ST & ICG RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.747, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 34.1m (111.9ft), Out-to-Out Width: 34.7m (113.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 19I00400063, Location: I40 / CLINTON ST&CSX RR (Lat: 36.165000, Lng: -86.795000), Route carried "on" structure: Interstate 40, Year Built: 1969, Year Reconstructed: 2000, Status: Open, Structure Length: 13.08m (42.91ft), Average Daily Traffic: 114,560 (year 2011), Truck Traffic: 12%, Average Future Daily Traffic: 183,296 (year 2032), Design Load: HS 20, Features Intersected: I40 / CLINTON ST &CSX R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.957, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 44.9m (147.3ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 44.9m (147.3ft), Out-to-Out Width: 45.5m (149.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 19I00400065, Location: I40/ JO JOHNSON ST (Lat: 36.164183, Lng: -86.794150), Route carried "on" structure: Interstate 40, Year Built: 1968, Year Reconstructed: 2000, Status: Open, Structure Length: 5.39m (17.68ft), Average Daily Traffic: 114,560 (year 2011), Truck Traffic: 12%, Average Future Daily Traffic: 183,296 (year 2032), Design Load: HS 20, Features Intersected: I40 / JO JOHNSON ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.166, Lanes on structure: 8, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 42.3m (138.8ft), Skew: 21 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 42.3m (138.8ft), Out-to-Out Width: 43.1m (141.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 19I00400067, Location: AT CHARLOTTE AVE.EXIT (Lat: 36.160000, Lng: -86.793333), Route carried "on" structure: Interstate 40, Year Built: 1967, Year Reconstructed: 2000, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 86,900 (year 2011), Truck Traffic: 12%, Average Future Daily Traffic: 139,040 (year 2032), Design Load: HS 20, Features Intersected: I40 / CHARLOTTE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.533, Lanes on structure: 8, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 42.7m (140.1ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 42.7m (140.1ft), Out-to-Out Width: 43.3m (142.1ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.97m (19.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Bridge Improvement Cost: $774,000, Roadway Improvement Cost: $78,000, Total Project Cost: $1,162,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 19I00400069, Location: CHURCH ST./I40 (Lat: 36.157883, Lng: -86.791250), Route carried "on" structure: City street 3242, Year Built: 1968, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 22,270 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 35,632 (year 2032), Design Load: HS 20, Features Intersected: CHURCH STREET / I40 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.012, Lanes on structure: 5, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.23m (23.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Bridge Improvement Cost: $4,016,000, Roadway Improvement Cost: $402,000, Total Project Cost: $6,025,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 19I00400071, Location: SR 1 BROADWAY / I40 (Lat: 36.155767, Lng: -86.789733), Route carried "on" structure: US 70, Year Built: 1968, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 38,340 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 61,344 (year 2032), Design Load: HS 20, Features Intersected: SR 1 BROADWAY / I40, Facility Carried by Structure: FAU 1 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.504, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 28.7m (94.2ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.28m (20.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Bridge Improvement Cost: $474,000, Roadway Improvement Cost: $48,000, Total Project Cost: $712,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 19I00400073, Location: DEMOMBREUM STREET (Lat: 36.153567, Lng: -86.788117), Route carried "on" structure: City street 5333, Year Built: 1967, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 14,240 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 22,784 (year 2032), Design Load: HS 20, Features Intersected: DEMONBREUN STREET / I40 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.780, Lanes on structure: 5, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.7m (113.8ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 28.0m (91.9ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.64m (21.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Bridge Improvement Cost: $3,048,000, Roadway Improvement Cost: $305,000, Total Project Cost: $4,573,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 19I00400075, Location: DAVIDSON ST@I40 INNERLOOP (Lat: 36.151283, Lng: -86.786650), Route carried "on" structure: City street 4914, Year Built: 1970, Status: Open, Structure Length: 9.66m (31.69ft), Average Daily Traffic: 5,300 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 8,480 (year 2032), Design Load: HS 20, Features Intersected: DIVISION STREET / I40 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.078, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 47.5m (155.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 19I00400077, Location: IN DOWNTOWN NASHVILLE (Lat: 36.149517, Lng: -86.784433), Route carried "on" structure: City street 3248, Year Built: 1970, Status: Open, Structure Length: 8.44m (27.69ft), Average Daily Traffic: 11,940 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 19,104 (year 2032), Design Load: HS 20, Features Intersected: 12TH AVE S / I40 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.778, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 69.3 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.44m (27.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Bridge Improvement Cost: $656,000, Roadway Improvement Cost: $66,000, Total Project Cost: $985,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 19I00400079, Location: IN SOUTH NASHVILLE (Lat: 36.146667, Lng: -86.780000), Route carried "on" structure: Interstate 40, Year Built: 1972, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 126,200 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 201,920 (year 2032), Design Load: HS 20, Features Intersected: I40 RL / 8TH AVE SR 6 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.515, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 19I0040008, Location: IN SOUTH NASHVILLE (Lat: 36.146667, Lng: -86.780000), Route carried "on" structure: Interstate 40, Year Built: 1970, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 126,200 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 201,920 (year 2032), Design Load: HS 20, Features Intersected: I40 LL / 8TH AVE SR 6 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.515, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 65.7 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 19I00400081, Location: I40-I65-INNER LOOP (Lat: 36.146667, Lng: -86.778333), Route carried "on" structure: Interstate 40, Year Built: 1970, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 126,200 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 201,920 (year 2032), Design Load: HS 20, Features Intersected: I40 STR 79 / I65 RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.596, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 14 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.43m (21.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Bridge Improvement Cost: $1,476,000, Roadway Improvement Cost: $148,000, Total Project Cost: $2,215,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 19I00400083, Location: AT 4TH AVE.-2ND AVE S.EXI (Lat: 36.146667, Lng: -86.776667), Route carried "on" structure: Interstate 40, Year Built: 1970, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 134,620 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 215,392 (year 2032), Design Load: HS 20, Features Intersected: I40 STR 80 / I40 RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.725, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 15 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.49m (21.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Bridge Improvement Cost: $1,346,000, Roadway Improvement Cost: $135,000, Total Project Cost: $2,020,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 19I00400085, Location: .8 M NW SR1/&I40 /SS RR (Lat: 36.148333, Lng: -86.775000), Route carried "on" structure: Interstate 40, Year Built: 1970, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 134,620 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 215,392 (year 2032), Design Load: HS 20, Features Intersected: I40 RL / CSX RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.918, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 19I00400086, Location: .8 M NW SR1&I40/SS RR (Lat: 36.148333, Lng: -86.775000), Route carried "on" structure: Interstate 40, Year Built: 1970, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 134,620 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 215,392 (year 2032), Design Load: HS 20, Features Intersected: I40 LL / CSX RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.918, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 21.9m (71.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 82.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 19I00400087, Location: I40/6TH AVE S (Lat: 36.148333, Lng: -86.773333), Route carried "on" structure: Interstate 40, Year Built: 1968, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 134,620 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 215,392 (year 2032), Design Load: HS 20, Features Intersected: I40 RL / 6TH AVE S Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.079, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 19I00400088, Location: I40/6TH AVE S (Lat: 36.148333, Lng: -86.773333), Route carried "on" structure: Interstate 40, Year Built: 1968, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 134,620 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 215,392 (year 2032), Design Load: HS 20, Features Intersected: I40 LL / 6TH AVE S Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.079, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.1 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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