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Bridge Statistics for Franklin, Tennessee (TN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Franklin, TN, Tennessee, Tennessee forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 40 Total length: 149 meters (489ft) Total costs: $8,572,000 Total average daily traffic: 877,740 Total average daily truck traffic: 39,230 National Bridge Inventory (NBI) Registered Bridges for Franklin
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 94047390001, Location: ON RIVER OAKS BLVD (Lat: 35.907617, Lng: -86.834650), Route carried "on" structure: City street 4739, Year Built: 1989, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 17,790 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 28,464 (year 2028), Design Load: HS 20, Features Intersected: WATSON BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft) Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $264,000, Roadway Improvement Cost: $27,000, Total Project Cost: $397,000 ( Estimate for 2008) Find on map >>
Structure Number: 94047440001, Location: ON COOL SPRINGS BLVD (Lat: 35.940883, Lng: -87.835467), Route carried "on" structure: City street 4744, Year Built: 1987, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 31,110 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 49,776 (year 2028), Design Load: HS 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 15 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft) 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $234,000, Roadway Improvement Cost: $24,000, Total Project Cost: $352,000 ( Estimate for 2008) Find on map >>
Structure Number: 940A1600003, Location: JORDAN ROAD (Lat: 35.942033, Lng: -86.824683), Route carried "on" structure: City street 130, Year Built: 1977, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 80 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 128 (year 2028), Design Load: H 15, Features Intersected: S. PRONG SPENCER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.451, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 940A1740001, Location: 2.7 MI SE JCT SR6&SR96 (Lat: 35.906550, Lng: -87.825917), Route carried "on" structure: City street 174, Year Built: 1970, Year Reconstructed: 2000, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,750 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 2,800 (year 2028), Design Load: H 15, Features Intersected: WATSON BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.573, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 36.0 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $92,000, Roadway Improvement Cost: $10,000, Total Project Cost: $139,000 ( Estimate for 2008) Find on map >>
Structure Number: 940A1750001, Location: 2.9 MI SE JCT SR6&SR96 (Lat: 35.907100, Lng: -86.824250), Route carried "on" structure: City street 4745, Year Built: 1965, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 5,740 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 9,184 (year 2028), Design Load: H 15, Features Intersected: WATSON BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 36.0 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $78,000, Roadway Improvement Cost: $8,000, Total Project Cost: $118,000 ( Estimate for 2008) Find on map >>
Structure Number: 940A7540001, Location: IN CITY OF FRANKLIN (Lat: 35.896317, Lng: -86.872250), Route carried "on" structure: City street 754, Year Built: 1970, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 460 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 736 (year 2028), Design Load: H 15, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 36.0 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $9,000, Total Project Cost: $130,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 940A9470001, Location: .5 M N JCT SR96&SR106 (Lat: 35.929683, Lng: -86.874817), Route carried "on" structure: City street 947, Year Built: 1985, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,390 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 3,824 (year 2028), Design Load: HS 20, Features Intersected: SHARPS BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007 Find on map >>
Structure Number: 940B0930001, Location: IN THE CITY OF FRANKLIN (Lat: 35.958950, Lng: -86.822100), Route carried "on" structure: City street 93, Year Built: 1990, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,470 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 3,952 (year 2028), Design Load: HS 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 15.9m (52.2ft) Condition: Channel: Satisfactory, 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 940B1500001, Location: 1.7 MI NE JCT SR6&SR397 (Lat: 35.953100, Lng: -86.817567), Route carried "on" structure: City street 4746, Year Built: 1990, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 25,730 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 41,168 (year 2028), Design Load: HS 20, Features Intersected: SPENCER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 39.6m (129.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft) Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.13m (3.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $229,000, Roadway Improvement Cost: $23,000, Total Project Cost: $344,000 ( Estimate for 2008) Find on map >>
Structure Number: 940B3750001, Location: ON SNAKE CT (Lat: 35.919733, Lng: -86.890883), Route carried "on" structure: City street 375, Year Built: 1990, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 250 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 400 (year 2028), Design Load: HS 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.435, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.5m (4.9ft) 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007 Find on map >>
Structure Number: 940B3750003, Location: ON SNAKE CT (Lat: 35.920100, Lng: -86.892983), Route carried "on" structure: City street 375, Year Built: 1992, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 280 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 448 (year 2028), Design Load: HS 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.014, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft) Condition: Channel: Fair, Culverts: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007 Find on map >>
Structure Number: 940B3960001, Location: 0.6 MI NW JCT SR96&SR397 (Lat: 35.920867, Lng: -86.846083), Route carried "on" structure: City street 396, Year Built: 1992, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,390 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 2,224 (year 2028), Design Load: HS 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Channel: Very good, Culverts: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 940B9650001, Location: ON SEABOARD RD (Lat: 35.960500, Lng: -86.822350), Route carried "on" structure: City street 965, Year Built: 1991, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 6,120 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 9,792 (year 2028), Design Load: HS 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Channel: Satisfactory, 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 940B9980001, Location: ON MALLORY STATION ROAD (Lat: 35.960500, Lng: -86.822350), Route carried "on" structure: City street 998, Year Built: 2000, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 1,370 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 2,192 (year 2028), Design Load: HS 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft) Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 94I00650017, Location: FRANKLIN CITY LIMITS (Lat: 35.914183, Lng: -86.824667), Route carried "on" structure: State highway 96, Year Built: 1962, Year Reconstructed: 1997, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 19,280 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 30,848 (year 2028), Design Load: HS 20, Features Intersected: SR 96 / I65 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.082, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 25.4m (83.3ft), Out-to-Out Width: 26.1m (85.6ft) 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: 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: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 94I00650021, Location: 1 M N JCT SR96&I65 (Lat: 35.926067, Lng: -86.821200), Route carried "on" structure: Interstate 65, Year Built: 1997, Year Reconstructed: 2007, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 90,690 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 145,104 (year 2028), Design Load: HS 20, Features Intersected: I65 / LIBERTY PIKE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.581, Lanes on structure: 10, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 43.3m (142.1ft), Out-to-Out Width: 43.9m (144.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, 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 desirable 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: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 94I00650049, Location: 2.6 MI SE JCT SR6&SR253 (Lat: 35.961000, Lng: -86.811433), Route carried "on" structure: City street 964, Year Built: 1996, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 6,080 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 9,728 (year 2028), Design Load: HS 20, Features Intersected: NFA B964 / I-65 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.3m (142.1ft), 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: 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: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.69m (28.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $429,000, Roadway Improvement Cost: $43,000, Total Project Cost: $644,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 94I00650051, Location: 2.0 MI NE JCT SR96 & I65 (Lat: 35.961000, Lng: -86.811433), Route carried "on" structure: City street 982, Year Built: 2007, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 6,080 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 9,728 (year 2028), Design Load: HS 20, Features Intersected: NFA C982 / I-65, Facility Carried by Structure: NFA B964 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 6.1m (20.0ft), Right: 6.1m (20.0ft), Curb-To-Curb Width: 34.7m (113.8ft), Out-to-Out Width: 65.0m (213.3ft) 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: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 94M32310001, Location: IN THE CITY OF FRANKLIN (Lat: 35.924400, Lng: -86.875900), Route carried "on" structure: City street 990, Year Built: 1950, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 960 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 1,536 (year 2028), Design Load: H 20, Features Intersected: SPARKS BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007 Find on map >>
Structure Number: 94S62500003, Location: IN THE CITY OF FRANKLIN (Lat: 35.922567, Lng: -86.880117), Route carried "on" structure: City street 992, Year Built: 2005, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 2,810 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 4,496 (year 2028), Design Load: HS 20, Features Intersected: SPARKS BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Channel: Very good, Culverts: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 94SR0060011, Location: 2 M S JCT SR6&SR106 (Lat: 35.895467, Lng: -86.876567), Route carried "on" structure: US 31, Year Built: 1961, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 21,960 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 34,944 (year 2028), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: FAP 6 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.641, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007 Find on map >>
Structure Number: 94SR0060013, Location: .4 M NE JCT SR6&SR106 (Lat: 35.928033, Lng: -86.865567), Route carried "on" structure: US 31, Year Built: 1929, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 17,940 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 31,920 (year 2028), Design Load: H 15, Features Intersected: HARPETH RIVER, Facility Carried by Structure: FAP 6 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.133, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 16.2m (53.1ft), 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: 15.9m (52.2ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 45.9 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.17m (30.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $1,847,000, Roadway Improvement Cost: $185,000, Total Project Cost: $2,771,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 94SR0060015, Location: 1.7 M NE JCT SR6&SR106 (Lat: 35.943433, Lng: -86.854783), Route carried "on" structure: US 31, Year Built: 1929, Year Reconstructed: 2003, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 15,450 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 25,584 (year 2028), Design Load: H 15, Features Intersected: SPENCER CREEK, Facility Carried by Structure: FAP 6 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.177, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $425,000, Roadway Improvement Cost: $43,000, Total Project Cost: $638,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 94SR0960011, Location: .4 M SW JCT SR96&SR106 (Lat: 35.923767, Lng: -86.878517), Route carried "on" structure: State highway 96, Year Built: 1973, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 19,150 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 32,976 (year 2028), Design Load: HS 20, Features Intersected: SHARPS BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.675, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Fair, 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $98,000, Roadway Improvement Cost: $10,000, Total Project Cost: $148,000 ( Estimate for 2008) Find on map >>
Structure Number: 94SR0960013, Location: .4 M SE JCT SR96&SR6 (Lat: 35.920533, Lng: -86.865317), Route carried "on" structure: State highway 96, Year Built: 1958, Year Reconstructed: 1995, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 19,410 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 34,800 (year 2028), Design Load: HS 20, Features Intersected: HARPETH RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.268, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 11.3m (37.1ft), 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: 21.5m (70.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Poor, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.86m (22.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $1,324,000, Roadway Improvement Cost: $133,000, Total Project Cost: $1,987,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 94SR1060013, Location: .2 M NW JCT SR106&SR96 (Lat: 35.928617, Lng: -86.874867), Route carried "on" structure: US 431, Year Built: 1938, Year Reconstructed: 1961, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 18,260 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 27,920 (year 2028), Design Load: H 15, Features Intersected: SHARPS BRANCH, Facility Carried by Structure: FAP 106 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.285, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 4 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: Fair, Culverts: Fair, 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $367,000, Roadway Improvement Cost: $37,000, Total Project Cost: $551,000 ( Estimate for 2008) Find on map >>
Structure Number: 94SR1060015, Location: 1.8 M NW JCT SR106&SR96 (Lat: 35.947250, Lng: -86.881383), Route carried "on" structure: US 431, Year Built: 1998, Status: Open, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 19,080 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 31,056 (year 2028), Design Load: HS 20, Features Intersected: HARPETH RIVER, Facility Carried by Structure: FAP 106 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.490, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.7m (77.8ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 26.2m (86.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 94SR3970001, Location: IN CITY OF FRANKLIN (Lat: 35.890533, Lng: -86.871917), Route carried "on" structure: State highway 397, Year Built: 1986, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 19,210 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 29,344 (year 2028), Design Load: HS 20, Features Intersected: CSX RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.2m (49.9ft) 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 94SR3970003, Location: 2.9 MI N JCT SR106&SR248 (Lat: 35.900483, Lng: -86.846433), Route carried "on" structure: State highway 397, Year Built: 1986, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 25,590 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 42,608 (year 2028), Design Load: HS 20, Features Intersected: HARPETH RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 63.9 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 94SR3970005, Location: 3 MI N JCT SR106&SR248 (Lat: 35.901967, Lng: -86.844750), Route carried "on" structure: State highway 397, Year Built: 1986, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 25,590 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 40,944 (year 2028), Design Load: HS 20, Features Intersected: OVERFLOW HARPETH RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.444, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 63.0 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 94SR3970007, Location: 1.1 MI SW JCT I65&SR96 (Lat: 35.907800, Lng: -86.844467), Route carried "on" structure: State highway 397, Year Built: 1986, Status: Open, Structure Length: 9.02m (29.59ft), Average Daily Traffic: 25,590 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 42,608 (year 2028), Design Load: HS 20, Features Intersected: WATSON BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.120, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 94SR3970009, Location: 1.3 MI NE JCT SR6&SR96 (Lat: 35.921967, Lng: -86.843683), Route carried "on" structure: State highway 397, Year Built: 1988, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 14,670 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 24,560 (year 2028), Design Load: HS 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.713, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 94SR3970011, Location: 2.2 M NW JCT I65&SR96 (Lat: 35.943333, Lng: -86.843967), Route carried "on" structure: State highway 397, Year Built: 1988, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 22,240 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 38,368 (year 2028), Design Load: HS 20, Features Intersected: SPENCER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.369, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 94SR3970013, Location: 2.4 M NW JCT I65&SR96 (Lat: 35.944383, Lng: -86.846400), Route carried "on" structure: State highway 397, Year Built: 1988, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 22,240 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 38,368 (year 2028), Design Load: HS 20, Features Intersected: CSX RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.642, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 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: 14.6m (47.9ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Very good, Superstructure: 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: 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: March 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 94SR3970017, Location: IN CITY OF FRANKLIN (Lat: 35.947767, Lng: -86.858450), Route carried "on" structure: State highway 397, Year Built: 1989, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 18,610 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 30,416 (year 2028), Design Load: HS 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.801, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 11 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $235,000, Roadway Improvement Cost: $24,000, Total Project Cost: $353,000 ( Estimate for 2008) Find on map >>
Structure Number: 94I00400003, Location: NEAR FAIRVIEW TENN. (Lat: 36.027533, Lng: -87.178517), Route carried "under" structure: Interstate 40, Year Built: 1960, Structure Length: 11.19m (36.71ft), Average Daily Traffic: 54,630 (year 2007), Truck Traffic: 2%, Features Intersected: SR 96 / I40, Facility Carried by Structure: FAP 96 Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 0.111, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft) Find on map >>
Structure Number: 94I00650017, Location: IN FRANKLIN CITY LIMITS (Lat: 35.914183, Lng: -86.824667), Route carried "under" structure: Interstate 65, Year Built: 1962, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 90,690 (year 2007), Truck Traffic: 2%, Features Intersected: SR 96 / I65, Facility Carried by Structure: FAP 96 Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 2.023, Lanes on structure: 7, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft) Find on map >>
Structure Number: 94I00650021, Location: 2.5 MI NE JCT SR 6 & SR96 (Lat: 35.926067, Lng: -86.821200), Route carried "under" structure: City street 3222, Year Built: 1997, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 13,780 (year 2007), Truck Traffic: 2%, Features Intersected: I65 / LIBERTY PIKE (3222, Facility Carried by Structure: I65 Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 0.383, Lanes on structure: 10, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft) Find on map >>
Structure Number: 94I00650049, Location: 2.6 MI SE JCT SR6&SR253 (Lat: 35.961000, Lng: -86.811433), Route carried "under" structure: Interstate 65, Year Built: 1996, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 100,130 (year 2007), Truck Traffic: 2%, Features Intersected: NFA B964/I-65, Facility Carried by Structure: NFA B964 Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 25.573, Lanes on structure: 4, Lanes under structure: 10, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.3m (142.1ft) Find on map >>
Structure Number: 94I00650051, Location: IN FRANKLIN CITY LIMITS (Lat: 35.914183, Lng: -86.824667), Route carried "under" structure: Interstate 65, Year Built: 2007, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 90,690 (year 2007), Truck Traffic: 2%, Features Intersected: MCEWEN LANE / I65, Facility Carried by Structure: NFA C982 Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 22.483, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft) Discuss this city on our hugely popular Tennessee forum Back to: Franklin, TN, Tennessee, All US cities.
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