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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: 19I00400329, Location: IN NASHVILLE @ AIRPORT (Lat: 36.140000, Lng: -86.673333), Route carried "on" structure: Ramp Interstate 40, Year Built: 1988, Status: Open, Structure Length: 14.33m (47.01ft), Average Daily Traffic: 8,210 (year 2012), Truck Traffic: 11%, Average Future Daily Traffic: 13,136 (year 2032), Design Load: HS 20, Features Intersected: AIRPORT-RAMP A / I40 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.703, Lanes on structure: 1, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 71.6m (234.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 12, Critical Feature Inspection Date: January 12, 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: 19I00400331, Location: SR155&I40 I/C (Lat: 36.145133, Lng: -86.693867), Route carried "on" structure: Ramp Interstate 40, Year Built: 2008, Status: Open, Structure Length: 27.68m (90.81ft), Average Daily Traffic: 120,290 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 192,464 (year 2032), Design Load: HS 20, Features Intersected: BR3-I40 WB RMP B / 2 RTS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.755, Lanes on structure: 1, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 64.7m (212.3ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum 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, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 19I00400333, Location: BRILEY PARKWAY / I40 (Lat: 36.143833, Lng: -86.083033), Route carried "on" structure: State highway 155, Year Built: 2008, Status: Open, Structure Length: 15.54m (50.98ft), Average Daily Traffic: 37,280 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 59,648 (year 2032), Design Load: HS 20, Features Intersected: BR4-SR155-RP-D/2 RTS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.010, Lanes on structure: 2, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 64.0m (210.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum 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, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 19I00650001, Location: IN BRENTWOOD (Lat: 36.038483, Lng: -86.783217), Route carried "on" structure: State highway 254, Year Built: 1989, Status: Open, Structure Length: 9.39m (30.81ft), Average Daily Traffic: 52,820 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 84,512 (year 2032), Design Load: HS 20, Features Intersected: OLD HICKORY BLVD / I65 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.829, Lanes on structure: 8, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.4m (103.0ft), Skew: 24 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 46.9m (153.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 31.4m (103.0ft), Out-to-Out Width: 34.7m (113.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 75.6 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 19I00650003, Location: .2 M N WILLAMS0N CO LN (Lat: 36.041150, Lng: -86.781867), Route carried "on" structure: Interstate 65, Year Built: 1963, Year Reconstructed: 1992, Status: Open, Structure Length: 9.42m (30.91ft), Average Daily Traffic: 141,440 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 226,304 (year 2032), Design Load: HS 20, Features Intersected: CSX RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.740, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 15 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 21.4m (70.2ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, 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: 19I00650004, Location: .2 M N WILLIAMSON CO LN (Lat: 36.041267, Lng: -86.781950), Route carried "on" structure: Interstate 65, Year Built: 1963, Year Reconstructed: 1992, Status: Open, Structure Length: 9.42m (30.91ft), Average Daily Traffic: 141,440 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 226,304 (year 2032), Design Load: HS 20, Features Intersected: CSX RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.740, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 15 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.0m (85.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.42m (30.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Bridge Improvement Cost: $3,793,000, Roadway Improvement Cost: $380,000, Total Project Cost: $5,690,000 ( 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: 19I00650005, Location: I65/HOGAN RD (Lat: 36.065000, Lng: -86.771667), Route carried "on" structure: Interstate 65, Year Built: 1963, Year Reconstructed: 1992, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 141,440 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 226,304 (year 2032), Design Load: HS 20, Features Intersected: I65 / HOGAN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.734, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 43.3m (142.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 43.3m (142.1ft), Out-to-Out Width: 43.9m (144.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 80.1 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, 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: 19I00650007, Location: I65/FARRELL RD (Lat: 36.074750, Lng: -86.768850), Route carried "on" structure: Interstate 65, Year Built: 1963, Year Reconstructed: 1992, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 141,440 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 226,304 (year 2032), Design Load: HS 20, Features Intersected: I65 RL / FARRELL PKWY. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.683, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 22.1m (72.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: Febuary 12, 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: 19I00650008, Location: I65/FARRELL RD (Lat: 36.073333, Lng: -86.768333), Route carried "on" structure: Interstate 65, Year Built: 1963, Year Reconstructed: 1992, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 141,440 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 226,304 (year 2032), Design Load: HS 20, Features Intersected: I65 LL / FARRELL PKWY. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.683, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 22.1m (72.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: Febuary 12, 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: 19I00650009, Location: HARDING PLACE/I65 (Lat: 36.082450, Lng: -86.764483), Route carried "on" structure: State highway 255, Year Built: 2000, Status: Open, Structure Length: 11.37m (37.30ft), Average Daily Traffic: 29,260 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 46,816 (year 2032), Design Load: HS 20, Features Intersected: HARDING PLACE / I65 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.853, Lanes on structure: 8, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 58.6m (192.3ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 37.2m (122.0ft), Out-to-Out Width: 37.8m (124.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 19I00650011, Location: THOMPSON LN/I65&SS RR (Lat: 36.110500, Lng: -86.771167), Route carried "on" structure: State highway 155, Year Built: 1971, Status: Open, Structure Length: 15.54m (50.98ft), Average Daily Traffic: 23,290 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 37,264 (year 2032), Design Load: HS 20, Features Intersected: THOMPSON LN / I65 &CSX R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 32.3m (106.0ft), Out-to-Out Width: 32.9m (107.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 37.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 15.54m (50.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Bridge Improvement Cost: $8,742,000, Roadway Improvement Cost: $875,000, Total Project Cost: $13,114,000 ( 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: 19I00650025, Location: 1.0 M N SR155&I65 (Lat: 36.121783, Lng: -86.772850), Route carried "on" structure: Interstate 65, Year Built: 1969, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 110,510 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 176,816 (year 2032), Design Load: HS 20, Features Intersected: BROWN'S CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.219, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 40.2m (131.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft) 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: Better than present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Bridge Improvement Cost: $664,000, Roadway Improvement Cost: $67,000, Total Project Cost: $997,000 ( Estimate for 2012) Find on map >> Show street view
Structure Number: 19I00650027, Location: I65/CRAIGHEAD AVE (Lat: 36.126300, Lng: -86.772367), Route carried "on" structure: Interstate 65, Year Built: 1970, Year Reconstructed: 1982, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 110,510 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 176,816 (year 2032), Design Load: HS 20, Features Intersected: I65 / CRAIGHEAD AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.783, Lanes on structure: 8, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 41.5m (136.2ft), Out-to-Out Width: 42.1m (138.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 40.5 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, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.69m (15.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Bridge Improvement Cost: $2,900,000, Roadway Improvement Cost: $291,000, Total Project Cost: $4,351,000 ( 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: 19I00650029, Location: I65/WEDEWOOD AVE (Lat: 36.134033, Lng: -86.775267), Route carried "on" structure: Interstate 65, Year Built: 1970, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 110,510 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 176,816 (year 2032), Design Load: HS 20, Features Intersected: I65 / WEDGEWOOD AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.700, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 34.1m (111.9ft), Out-to-Out Width: 34.7m (113.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 43.2 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: Better than present minimum criteria, Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( 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: 19I00650031, Location: HAMILTON AVE@ RIDLEY BLVD (Lat: 36.139267, Lng: -86.775650), Route carried "on" structure: City street 416, Year Built: 1966, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 3,570 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 5,712 (year 2032), Design Load: H 20, Features Intersected: HAMILTON AVENUE / I65 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.038, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.7m (113.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Fair, Superstructure: Good, Substructure: 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, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.83m (22.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Bridge Improvement Cost: $681,000, Roadway Improvement Cost: $69,000, Total Project Cost: $1,022,000 ( 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: 19I00650033, Location: CHESTNUT AVE @ 8TH AVE. S (Lat: 36.141817, Lng: -86.777033), Route carried "on" structure: City street 4911, Year Built: 1970, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 5,990 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 9,584 (year 2032), Design Load: HS 20, Features Intersected: CHESTNUT STREET / I65 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: 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, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.52m (18.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Bridge Improvement Cost: $773,000, Roadway Improvement Cost: $78,000, Total Project Cost: $1,160,000 ( 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: 19I00650059, Location: IN NASHVILLE (Lat: 36.195450, Lng: -86.775650), Route carried "on" structure: City street 3267, Year Built: 1965, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 6,780 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 10,848 (year 2032), Design Load: HS 20, Features Intersected: FERN AVE RL / I65 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 20.2m (66.3ft) Condition: Deck: Good, 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Bridge Improvement Cost: $144,000, Roadway Improvement Cost: $15,000, Total Project Cost: $217,000 ( 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: 19I0065006, Location: IN NASHVILLE (Lat: 36.195617, Lng: -86.792933), Route carried "on" structure: City street 3267, Year Built: 1965, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 6,780 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 10,848 (year 2032), Design Load: HS 20, Features Intersected: FERN AVE LL / I65 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 20.2m (66.3ft) Condition: Deck: Satisfactory, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Bridge Improvement Cost: $144,000, Roadway Improvement Cost: $15,000, Total Project Cost: $217,000 ( 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: 19I00650061, Location: .1 M S TRINITY LANE (Lat: 36.202983, Lng: -86.776517), Route carried "on" structure: Interstate 65, Year Built: 1961, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 155,560 (year 2011), Truck Traffic: 16%, Average Future Daily Traffic: 248,896 (year 2032), Design Load: HS 20, Features Intersected: PAGES BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.395, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 19I00650, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 40.2m (131.9ft), Skew: 13 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.4m (11.2ft) Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Bridge Improvement Cost: $686,000, Roadway Improvement Cost: $69,000, Total Project Cost: $1,030,000 ( Estimate for 2012) Find on map >> Show street view
Structure Number: 19I00650063, Location: I65/TRINITY LANE (Lat: 36.206250, Lng: -86.776083), Route carried "on" structure: Interstate 65, Year Built: 1961, Year Reconstructed: 1997, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 155,560 (year 2011), Truck Traffic: 16%, Average Future Daily Traffic: 248,896 (year 2032), Design Load: HS 20, Features Intersected: I65 / TRINITY LANE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.829, Lanes on structure: 10, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 19I00650, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 50.6m (166.0ft), Skew: 30 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: 50.6m (166.0ft), Out-to-Out Width: 51.2m (168.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 5.58m (18.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Bridge Improvement Cost: $4,007,000, Roadway Improvement Cost: $401,000, Total Project Cost: $6,011,000 ( 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: 19I00650067, Location: I65/EWING DR (Lat: 36.228333, Lng: -86.771667), Route carried "on" structure: Interstate 65, Year Built: 1964, Year Reconstructed: 1990, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 94,840 (year 2011), Truck Traffic: 13%, Average Future Daily Traffic: 151,744 (year 2032), Design Load: HS 20, Features Intersected: I65 / EWING DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.501, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 19I00650, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 34 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 33.4m (109.6ft), Out-to-Out Width: 34.0m (111.5ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 48.6 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: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, 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: 19I00650069, Location: .3 M N JCT I24&I65 (Lat: 36.230933, Lng: -86.770600), Route carried "on" structure: Interstate 65, Year Built: 1964, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 94,840 (year 2011), Truck Traffic: 13%, Average Future Daily Traffic: 151,744 (year 2032), Design Load: HS 20, Features Intersected: EWING CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.646, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 19I00650, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 14 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.13m (3.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Bridge Improvement Cost: $484,000, Roadway Improvement Cost: $49,000, Total Project Cost: $727,000 ( Estimate for 2012) Find on map >> Show street view
Structure Number: 19I00650071, Location: DICKERSON PK/I65 (Lat: 36.237200, Lng: -86.757767), Route carried "on" structure: US 31, Year Built: 2005, Status: Open, Structure Length: 11.37m (37.30ft), Average Daily Traffic: 18,600 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 29,760 (year 2032), Design Load: HS 20, Features Intersected: DICKERSON PIKE / I65, Facility Carried by Structure: FAU 11 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.616, Lanes on structure: 6, Lanes under structure: 13, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 56.1m (184.1ft), Curb-To-Curb Width: 29.3m (96.1ft), Out-to-Out Width: 29.9m (98.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, 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: 19I00650073, Location: BRILEY PARKWAY (Lat: 36.240717, Lng: -86.752567), Route carried "on" structure: State highway 155, Year Built: 2005, Status: Open, Structure Length: 12.95m (42.49ft), Average Daily Traffic: 52,710 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 84,336 (year 2032), Design Load: HS 20, Features Intersected: BRILEY PKWY / I65 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.349, Lanes on structure: 6, Lanes under structure: 14, Base Highway Network: Yes (Inventory Route: 19SR1550, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Skew: 34 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 69.5m (228.0ft), Curb-To-Curb Width: 32.3m (106.0ft), Out-to-Out Width: 32.9m (107.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, 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: 19I00650077, Location: IN NASHVILLE (Lat: 36.250100, Lng: -86.741817), Route carried "on" structure: City street 4933, Year Built: 2000, Status: Open, Structure Length: 6.78m (22.24ft), Average Daily Traffic: 12,430 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 19,888 (year 2032), Design Load: HS 20, Features Intersected: DUE WEST AVENUE / I65 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.786, Lanes on structure: 4, Lanes under structure: 14, 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: 33.8m (110.9ft), 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: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.78m (22.24ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Bridge Improvement Cost: $519,000, Roadway Improvement Cost: $52,000, Total Project Cost: $779,000 ( 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: 19I00650079, Location: IN NASHVILLE (Lat: 36.263767, Lng: -86.738683), Route carried "on" structure: City street 266, Year Built: 2003, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 800 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 1,280 (year 2032), Design Load: HS 20, Features Intersected: CHADWELL DRIVE / I65 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.319, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, 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: 19I00650081, Location: EXIT 92 (MADISON EXIT) (Lat: 36.263333, Lng: -86.738333), Route carried "on" structure: State highway 45, Year Built: 2006, Status: Open, Structure Length: 9.88m (32.41ft), Average Daily Traffic: 15,780 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 25,248 (year 2032), Design Load: HS 20, Features Intersected: OLD HICKORY BLVD / I65 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.238, Lanes on structure: 5, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.0m (72.2ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 49.4m (162.1ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 26.2m (86.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 19I00650083, Location: I65/NESBITT LANE (Lat: 36.272133, Lng: -86.735783), Route carried "on" structure: Interstate 65, Year Built: 1964, Year Reconstructed: 1990, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 128,540 (year 2011), Truck Traffic: 19%, Average Future Daily Traffic: 205,664 (year 2032), Design Load: HS 20, Features Intersected: I65 / NESBITT LANE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.649, Lanes on structure: 10, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 19I00650, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 32.9m (107.9ft), Out-to-Out Width: 33.5m (109.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Bridge Improvement Cost: $741,000, Roadway Improvement Cost: $75,000, Total Project Cost: $1,112,000 ( 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: 19I00650085, Location: I65/CUNNIFF PKWY (Lat: 36.283583, Lng: -86.729883), Route carried "on" structure: Interstate 65, Year Built: 1966, Year Reconstructed: 1990, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 128,540 (year 2011), Truck Traffic: 19%, Average Future Daily Traffic: 205,664 (year 2032), Design Load: HS 20, Features Intersected: I65 / CUNNIFF PARKWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.017, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 19I00650, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 32.9m (107.9ft), Out-to-Out Width: 33.9m (111.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 19I00650087, Location: 2.0 M N SR45&I65 (Lat: 36.288233, Lng: -86.724883), Route carried "on" structure: Interstate 65, Year Built: 1966, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 128,540 (year 2011), Truck Traffic: 19%, Average Future Daily Traffic: 205,664 (year 2032), Design Load: HS 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.693, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 19I00650, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 14 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Bridge Improvement Cost: $349,000, Roadway Improvement Cost: $35,000, Total Project Cost: $524,000 ( Estimate for 2012) Find on map >> Show street view
Structure Number: 19I00650089, Location: IN NASHVILLE (Lat: 36.297917, Lng: -86.714133), Route carried "on" structure: City street 4930, Year Built: 1988, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 4,810 (year 2012), Truck Traffic: 12%, Average Future Daily Traffic: 7,696 (year 2032), Design Load: HS 20, Features Intersected: ALTA LOMA ROAD / I65 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.853, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, 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: 19I00650091, Location: .05 M S JCT I65&TWO MILE (Lat: 36.306017, Lng: -86.706050), Route carried "on" structure: Interstate 65, Year Built: 1963, Year Reconstructed: 1997, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 67,670 (year 2011), Truck Traffic: 19%, Average Future Daily Traffic: 108,272 (year 2032), Design Load: HS 20, Features Intersected: CSX RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.348, Lanes on structure: 8, Base Highway Network: Yes (Inventory Route: 19I00650, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 36 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 44.3m (145.3ft), Out-to-Out Width: 45.0m (147.6ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 74.7 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: 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: 7.74m (25.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Bridge Improvement Cost: $5,221,000, Roadway Improvement Cost: $523,000, Total Project Cost: $7,832,000 ( 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: 19I00650093, Location: I65/TWO MILE PK (Lat: 36.308050, Lng: -86.704350), Route carried "on" structure: Interstate 65, Year Built: 1968, Year Reconstructed: 1998, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 67,670 (year 2011), Truck Traffic: 19%, Average Future Daily Traffic: 108,272 (year 2032), Design Load: HS 20, Features Intersected: I65 / RIVERGATE PKWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.605, Lanes on structure: 7, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 19I00650, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 38.4m (126.0ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 38.4m (126.0ft), Out-to-Out Width: 39.0m (128.0ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, 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: 19I00650095, Location: .05 M S JCT SR174&I65 (Lat: 36.325000, Lng: -86.705000), Route carried "on" structure: Interstate 65, Year Built: 1977, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 62,270 (year 2011), Truck Traffic: 28%, Average Future Daily Traffic: 99,632 (year 2032), Design Load: HS 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.730, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 19I00650, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 41.8m (137.1ft), Skew: 13 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.13m (3.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Bridge Improvement Cost: $377,000, Roadway Improvement Cost: $38,000, Total Project Cost: $566,000 ( Estimate for 2012) Find on map >> Show street view
Structure Number: 19I00650097, Location: I65/EAST CEDAR ST (Lat: 36.325767, Lng: -86.705650), Route carried "on" structure: Interstate 65, Year Built: 1968, Year Reconstructed: 1994, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 62,270 (year 2011), Truck Traffic: 28%, Average Future Daily Traffic: 99,632 (year 2032), Design Load: HS 20, Features Intersected: I65 RL / EAST CEDAR ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.730, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 19I00650, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 19I00650098, Location: I65-EAST CEDARST (Lat: 36.325650, Lng: -86.705983), Route carried "on" structure: Interstate 65, Year Built: 1968, Year Reconstructed: 1994, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 62,270 (year 2011), Truck Traffic: 28%, Average Future Daily Traffic: 99,632 (year 2032), Design Load: HS 20, Features Intersected: I65 LL / EAST CEDAR ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.730, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 19I00650, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 19I00650099, Location: 1 MI S OF SR41 (Lat: 36.333333, Lng: -86.709400), Route carried "on" structure: Interstate 65, Year Built: 1968, Status: Open, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 62,270 (year 2011), Truck Traffic: 28%, Average Future Daily Traffic: 99,632 (year 2032), Design Load: HS 20, Features Intersected: MANSKER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.647, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 19I00650, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 19I006501, Location: 1 MI S OF SR41 (Lat: 36.333333, Lng: -86.709867), Route carried "on" structure: Interstate 65, Year Built: 1968, Status: Open, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 62,270 (year 2011), Truck Traffic: 28%, Average Future Daily Traffic: 99,632 (year 2032), Design Load: HS 20, Features Intersected: MANSKER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.647, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 19I00650, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 19I00650103, Location: NEAR I-65-I24 INTERCHANGE (Lat: 36.223600, Lng: -86.774067), Route carried "on" structure: Ramp Interstate 65, Year Built: 2000, Status: Open, Structure Length: 16.76m (54.99ft), Average Daily Traffic: 16,830 (year 2012), Truck Traffic: 14%, Average Future Daily Traffic: 26,928 (year 2032), Design Load: HS 20, Features Intersected: I65 RMP B STR 14 / I65 S Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.745, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 19I00650, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 67.1m (220.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.1 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 19I00650105, Location: I65-BERRY RD (Lat: 36.116667, Lng: -86.773333), Route carried "on" structure: Interstate 65, Year Built: 1972, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 110,510 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 176,816 (year 2032), Design Load: HS 20, Features Intersected: I65 / BERRY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.962, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 31.7m (104.0ft), Out-to-Out Width: 32.3m (106.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 48.6 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >> Show street view
Structure Number: 19I00650107, Location: IN GOODLETTSVILLE (Lat: 36.323833, Lng: -86.704717), Route carried "on" structure: Interstate 65, Year Built: 1977, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 67,080 (year 2011), Truck Traffic: 23%, Average Future Daily Traffic: 107,328 (year 2032), Design Load: HS 20, Features Intersected: I65 RL / LONG HOLLOW PIK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.488, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 19I00650, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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