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Bridge Statistics for Spring Hill, Tennessee (TN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Spring Hill, TN, Tennessee, Tennessee forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 27 Total length: 138 meters (453ft) Total costs: $1,930,000 Total average daily traffic: 247,360 Total average daily truck traffic: 17,513 National Bridge Inventory (NBI) Registered Bridges for Spring Hill
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 60019070003, Location: 2.5 M. S. SPRING HILL. (Lat: 35.714817, Lng: -86.920450), Route carried "on" structure: City street 1907, Year Built: 1958, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 7,620 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 12,192 (year 2028), Features Intersected: RUTHERFORD CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.462, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.8 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.97m (19.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $437,000, Roadway Improvement Cost: $44,000, Total Project Cost: $656,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Preformed Fabric Find on map >>
Structure Number: 600A1160001, Location: MCLEMORE AVE @SPRING HILL (Lat: 35.749200, Lng: -86.923183), Route carried "on" structure: City street 116, Year Built: 1991, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 580 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 928 (year 2028), Design Load: HS 20, Features Intersected: MCCUTCHEON CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Channel: Very good, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, 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: 600A1160003, Location: 1 M. S. SPRING HILL. (Lat: 35.741233, Lng: -86.924483), Route carried "on" structure: City street 116, Year Built: 1993, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 580 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 928 (year 2028), Design Load: HS 20, Features Intersected: MCCUTCHEON CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.577, Lanes on structure: 2, 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: 5.5m (18.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft) Condition: Channel: Very good, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, 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: 600A1220003, Location: 2 M. SW. SPRING HILL. (Lat: 35.727667, Lng: -86.905317), Route carried "on" structure: City street 561, Year Built: 1964, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 100 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 160 (year 2028), Features Intersected: AENON CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.917, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 600A1220005, Location: 1.5 M S SPRING HILL (Lat: 35.727617, Lng: -86.924317), Route carried "on" structure: City street 205, Year Built: 1990, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 4,720 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 7,552 (year 2028), Design Load: HS 20, Features Intersected: MCCUTCHEON CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 21.8m (71.5ft), Out-to-Out Width: 23.6m (77.4ft) Condition: Channel: Good, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, 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: 600A1220011, Location: 2 MI W OF I65 (Lat: 35.709533, Lng: -86.897483), Route carried "on" structure: City street 122, Year Built: 1996, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,780 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 2,848 (year 2028), Design Load: HS 20, Features Intersected: CROOKED CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Channel: Very good, 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: 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: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 600B0750001, Location: 2.5 M SOUTH SR 247 (Lat: 35.739933, Lng: -86.946700), Route carried "on" structure: Ramp County highway 1, Year Built: 1989, Status: Open, Structure Length: 9.60m (31.50ft), Average Daily Traffic: 7,040 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 11,264 (year 2028), Design Load: HS 20, Features Intersected: RMP FR 396 TO SR6/B075 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 53.3m (174.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 81.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, 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: 60S62510005, Location: 3 M E JCT SR246&SR247 (Lat: 35.752833, Lng: -86.948633), Route carried "on" structure: State highway 247, Year Built: 1950, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 4,730 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 6,960 (year 2028), Design Load: H 15, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.644, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.1m (26.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 27.0 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $220,000, Roadway Improvement Cost: $23,000, Total Project Cost: $331,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 60S62510007, Location: .2 M NE JCT SR6&SR247 (Lat: 35.752550, Lng: -86.923167), Route carried "on" structure: State highway 247, Year Built: 1950, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 6,680 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 9,808 (year 2028), Design Load: H 15, Features Intersected: MCCUTCHEAN CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.946, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $344,000, Roadway Improvement Cost: $35,000, Total Project Cost: $517,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 60S63220003, Location: 3.5 M. SE. SPRING HILL. (Lat: 35.705333, Lng: -86.901333), Route carried "on" structure: City street 1907, Year Built: 1962, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 7,620 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 12,192 (year 2028), 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: 8.8m (28.9ft), 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), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.3m (30.5ft) 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, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $72,000, Roadway Improvement Cost: $8,000, Total Project Cost: $109,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 60S63220007, Location: 0.5 M. S. SPRING HILL (Lat: 35.740983, Lng: -86.924817), Route carried "on" structure: City street 1907, Year Built: 1960, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 6,010 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 9,616 (year 2028), Design Load: H 15, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.456, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006 Find on map >>
Structure Number: 60SR0060029, Location: 6.31 MI.N. JCT.FAS 6181 (Lat: 35.743683, Lng: -86.939350), Route carried "on" structure: US 31, Year Built: 1954, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 15,410 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 23,392 (year 2028), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: FAP 6 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.725, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), 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: 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 desirable criteria, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $211,000, Roadway Improvement Cost: $22,000, Total Project Cost: $317,000 ( Estimate for 2008) Find on map >>
Structure Number: 60SR0060043, Location: 4 M S SR 247 (Lat: 35.717450, Lng: -86.969767), Route carried "on" structure: County highway 1, Year Built: 1989, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 3,050 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 4,880 (year 2028), Design Load: HS 20, Features Intersected: RAMP C-SATURN PKWY/SR 6 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Lanes under structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.7m (58.1ft) 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, 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: 60SR0060079, Location: 2.5 M S SR 247 (Lat: 35.738200, Lng: -86.947100), Route carried "on" structure: US 31, Year Built: 1989, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 15,410 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 23,392 (year 2028), Design Load: HS 20, Features Intersected: SR 6-STR. 1 / SR 396, Facility Carried by Structure: FAP 6 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.791, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 41.1m (134.8ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 40.5m (132.9ft), Out-to-Out Width: 41.1m (134.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, 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: 60SR0060081, Location: 2.5 M S SR 247 (Lat: 35.738967, Lng: -86.945767), Route carried "on" structure: Ramp State highway 396, Year Built: 1989, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 730 (year 2008), Truck Traffic: 13%, Average Future Daily Traffic: 1,168 (year 2028), Design Load: HS 20, Features Intersected: SR396-RAMP-STR 3 / SR 6 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.0m (141.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum 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: October 2006, 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: 60SR3960003, Location: SATURN PKWY @ SPRING HILL (Lat: 35.732483, Lng: -86.925100), Route carried "on" structure: State highway 396, Year Built: 1989, Status: Open, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 28,630 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 44,320 (year 2028), Design Load: HS 20, Features Intersected: SR396 RL/NFA 1907 & A CR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.301, Lanes on structure: 2, Lanes under structure: 5, 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: 2, Length of Maximum Span: 61.9m (203.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, 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: 60SR3960004, Location: SATURN PKWY @ SPRINGHILL (Lat: 35.732717, Lng: -86.925117), Route carried "on" structure: State highway 396, Year Built: 1989, Status: Open, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 28,630 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 44,320 (year 2028), Design Load: HS 20, Features Intersected: SR396LL/NFA 1907 @ A CR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.301, Lanes on structure: 2, Lanes under structure: 5, 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: 2, Length of Maximum Span: 61.9m (203.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, 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: 60SR3960005, Location: IN SPRINGHILL NEAR KEDRON (Lat: 35.730700, Lng: -86.924500), Route carried "on" structure: Ramp State highway 396, Year Built: 1989, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 1,210 (year 2008), Truck Traffic: 13%, Average Future Daily Traffic: 1,936 (year 2028), Design Load: HS 20, Features Intersected: SR396-RT RMP/MCCUTHEON C Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.350, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft) Condition: Channel: Very good, 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006 Find on map >>
Structure Number: 60SR3960006, Location: IN SPRINGHILL NEAR KEDRON (Lat: 35.733850, Lng: -86.924483), Route carried "on" structure: Ramp State highway 396, Year Built: 1989, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,220 (year 2008), Truck Traffic: 13%, Average Future Daily Traffic: 1,952 (year 2028), Design Load: HS 20, Features Intersected: SR396-LF RMP/MCCUTHEON C Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.350, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006 Find on map >>
Structure Number: 60SR3960007, Location: PORT ROYAL RD IN COLUMBIA (Lat: 35.734067, Lng: -86.894017), Route carried "on" structure: City street 125, Year Built: 1989, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 1,070 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 1,712 (year 2028), Design Load: HS 20, Features Intersected: PORT ROYAL RD / SR 396 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.869, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 33.5m (109.9ft), Out-to-Out Width: 34.1m (111.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, 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: 600B0750001, Location: 2.5 M SOUTH DR 247 (Lat: 35.739933, Lng: -86.946700), Route carried "under" structure: County highway 75, Year Built: 1989, Structure Length: 9.60m (31.50ft), Average Daily Traffic: 8,580 (year 2008), Truck Traffic: 2%, Features Intersected: RMP FR 396 TO SR6/B075, Facility Carried by Structure: NFA X001 Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 0.451, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 53.3m (174.9ft) Find on map >>
Structure Number: 60SR0060043, Location: 4 M S SR 247 (Lat: 35.717450, Lng: -86.969767), Route carried "under" structure: US 31, Year Built: 1989, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 15,410 (year 2007), Truck Traffic: 2%, Features Intersected: RAMP C-SATURN PKWY/SR 6, Facility Carried by Structure: NFA Z001 Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 47.685, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.9m (130.9ft) Find on map >>
Structure Number: 60SR0060079, Location: 2.5 M S SR 247 (Lat: 35.738200, Lng: -86.947100), Route carried "under" structure: State highway 396, Year Built: 1989, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 21,690 (year 2007), Truck Traffic: 2%, Features Intersected: SR 6-STR. 1 / SR 396, Facility Carried by Structure: FAP 6 Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.5m (123.0ft) Find on map >>
Structure Number: 60SR0060081, Location: 2.5 M S SR247 (Lat: 35.738967, Lng: -86.945783), Route carried "under" structure: State highway 6, Year Built: 1989, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 15,410 (year 2007), Truck Traffic: 2%, Features Intersected: SR396-RAMP-STR 3 /SR 6 Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 50.952, Lanes on structure: 1, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.0m (141.1ft) Find on map >>
Structure Number: 60SR3960003, Location: SATURN PKWY @ SPRINGHILL (Lat: 35.732483, Lng: -86.925100), Route carried "under" structure: County highway 1907, Year Built: 1989, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 7,620 (year 2007), Truck Traffic: 5%, Features Intersected: SR396RL/NFA 1907 @ A CR, Facility Carried by Structure: FAP 396 Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 4.522, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 61.9m (203.1ft) Find on map >>
Structure Number: 60SR3960004, Location: SATURN PKWY @ SPRING HILL (Lat: 35.732717, Lng: -86.925117), Route carried "under" structure: County highway 1907, Year Built: 1989, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 7,620 (year 2007), Truck Traffic: 5%, Features Intersected: SR396LL/NFA 1907 & A CR, Facility Carried by Structure: FAP 396 Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 4.554, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 61.9m (203.1ft) Find on map >>
Structure Number: 60SR3960007, Location: PORT ROYAL RD IN COLUMBIA (Lat: 35.734067, Lng: -86.894017), Route carried "under" structure: State highway 396, Year Built: 1989, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 28,210 (year 2007), Truck Traffic: 5%, Features Intersected: PORT ROYAL RD / SR 396, Facility Carried by Structure: NFA A125 Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 5.134, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft) Discuss this city on our hugely popular Tennessee forum Back to: Spring Hill, TN, Tennessee, All US cities.
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