 |
 |
Bridge Statistics for Columbia, Tennessee (TN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Columbia, TN, Tennessee, Tennessee forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 49 Total length: 261 meters (856ft) Total costs: $15,190,000 Total average daily traffic: 408,890 Total average daily truck traffic: 25,805 National Bridge Inventory (NBI) Registered Bridges for Columbia
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 60009700001, Location: E. 7TH. ST. IN COLUMBIA (Lat: 35.614850, Lng: -87.029067), Route carried "on" structure: City street 970, Year Built: 1969, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 1,310 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 2,096 (year 2028), Design Load: H 15, Features Intersected: CEDAR BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.86m (12.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $546,000, Roadway Improvement Cost: $55,000, Total Project Cost: $820,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 60009700003, Location: 1 M. E. SR7 IN COLUMBIA. (Lat: 35.613633, Lng: -87.013367), Route carried "on" structure: City street 970, Year Built: 1940, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,150 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 1,840 (year 2028), Design Load: H 15, Features Intersected: LYTLE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.0m (19.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.0 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $244,000, Roadway Improvement Cost: $25,000, Total Project Cost: $367,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 60019030001, Location: 4.5 M. NE. COLUMBIA. (Lat: 35.633467, Lng: -86.955067), Route carried "on" structure: City street 161, Year Built: 1990, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 820 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 1,312 (year 2028), Features Intersected: BEAR CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.2m (23.6ft) 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: High priority of corrective action, 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 60019180001, Location: 1.2 M. SE. COLUMBIA. (Lat: 35.602033, Lng: -87.012917), Route carried "on" structure: County highway 1918, Year Built: 1990, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,050 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 1,680 (year 2028), Design Load: HS 20, Features Intersected: LYTLE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.672, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.1m (29.9ft) 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $65,000, Roadway Improvement Cost: $7,000, Total Project Cost: $98,000 ( Estimate for 2008), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 60031980001, Location: .75 MI E OF US 31 JCT (Lat: 35.632083, Lng: -87.009850), Route carried "on" structure: City street 4837, Year Built: 1994, Status: Open, Structure Length: 22.89m (75.10ft), Average Daily Traffic: 7,850 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 12,560 (year 2028), Design Load: HS 20, Features Intersected: DUCK RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.391, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Very good, Superstructure: Very 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: Equal to present desirable criteria, Deck Geometry: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2007, Underwater Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 60031980007, Location: 2 MI E US 31 (Lat: 35.594083, Lng: -87.018917), Route carried "on" structure: City street 4837, Year Built: 1994, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 7,500 (year 2008), Truck Traffic: 3%, Average Future Daily Traffic: 12,000 (year 2028), Design Load: HS 20, Features Intersected: TENNESSEE SOUTHERN RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.612, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: 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: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 60040380001, Location: .2 M SW JCT SR50&4038 (Lat: 35.611400, Lng: -87.070967), Route carried "on" structure: City street 3211, Year Built: 1970, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 9,170 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 14,672 (year 2028), Design Load: HS 20, Features Intersected: LITTLE BIGBY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.577, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 19.1m (62.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 600A0080001, Location: 5 M. W. COLUMBIA. (Lat: 35.643367, Lng: -87.121383), Route carried "on" structure: City street 8, Year Built: 1930, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 190 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 304 (year 2028), Design Load: H 15, Features Intersected: GREENLICK CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.336, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 3.1m (10.2ft), Out-to-Out Width: 3.4m (11.2ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.0 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $235,000, Roadway Improvement Cost: $24,000, Total Project Cost: $353,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 600A1670001, Location: 3.5 M. NE. COLUMBIA. (Lat: 35.635867, Lng: -86.972767), Route carried "on" structure: City street 4624, Year Built: 1960, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 340 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 544 (year 2028), Design Load: H 15, Features Intersected: BEAR CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $152,000, Roadway Improvement Cost: $16,000, Total Project Cost: $229,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 600A4650001, Location: 5 M. W. COLUMBIA. (Lat: 35.609950, Lng: -87.119900), Route carried "on" structure: City street 465, Year Built: 1939, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 440 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 704 (year 2028), Design Load: H 20, Features Intersected: EAST FORK GREENLICK CREE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.982, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.4m (17.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.0 metric tons, Inventory Rating: 24.3 metric tons, 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 minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $247,000, Roadway Improvement Cost: $25,000, Total Project Cost: $371,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 600A4920001, Location: .5 M NW JCT SR50&3209 (Lat: 35.635300, Lng: -87.071317), Route carried "on" structure: City street 3209, Year Built: 1958, Status: Open, Structure Length: 10.64m (34.91ft), Average Daily Traffic: 5,720 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 9,152 (year 2028), Design Load: H 15, Features Intersected: DUCK RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Serious, Operating Rating: 36.0 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 11.54m (37.86ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2007, Underwater Inspection Date: October 2004, Bridge Improvement Cost: $2,050,000, Roadway Improvement Cost: $206,000, Total Project Cost: $3,076,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 600A8860001, Location: ALPINE DR IN COLUMBIA (Lat: 35.599267, Lng: -87.060333), Route carried "on" structure: City street 886, Year Built: 1993, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 390 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 624 (year 2028), Design Load: HS 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 9.5m (31.2ft) 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: 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: June 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: 600A8860003, Location: IN THE CITY OF COLUMBIA (Lat: 35.600033, Lng: -87.061333), Route carried "on" structure: City street 886, Year Built: 1993, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 300 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 480 (year 2028), Design Load: HS 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.124, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 9.4m (30.8ft) 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: 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: June 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: 600B0240007, Location: THETA PK RD IN COLUMBIA (Lat: 35.636967, Lng: -87.027733), Route carried "on" structure: City street 3203, Year Built: 1992, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,330 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 5,328 (year 2028), Design Load: HS 20, Features Intersected: HALLEY BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.143, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), 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: 33.6m (110.2ft), Out-to-Out Width: 34.2m (112.2ft) 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: 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: January 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: 600B1260001, Location: 1 MI N JCT SR 245 (Lat: 35.576117, Lng: -87.065917), Route carried "on" structure: City street 126, Year Built: 1985, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 160 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 256 (year 2028), Design Load: HS 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Channel: Very 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, Deck Geometry: Better than 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: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 600B1760001, Location: 1 MI N OF US 412 (Lat: 35.631417, Lng: -87.113667), Route carried "on" structure: City street 176, Year Built: 1980, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 740 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 1,184 (year 2028), Design Load: HS 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 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: 8.0m (26.2ft), Out-to-Out Width: 9.4m (30.8ft) 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 desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $2,000, Total Project Cost: $28,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 600B3050001, Location: 2 M. S. US43 (Lat: 35.611183, Lng: -87.049967), Route carried "on" structure: City street 305, Year Built: 2006, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 230 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 368 (year 2028), Design Load: HS 20+Mod, Features Intersected: TENNESSEE SOUTHERN RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.4m (83.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft) 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 600B3500001, Location: 3 M. NE. COLUMBIA (Lat: 35.640400, Lng: -87.011983), Route carried "on" structure: County highway 350, Year Built: 1999, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 1,040 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 1,664 (year 2028), Design Load: HS 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, 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), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.6m (38.1ft) 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 60FA0380001, Location: IN COLUMBIA (Lat: 35.609317, Lng: -87.069267), Route carried "on" structure: State highway 50, Year Built: 1978, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 19,890 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 26,592 (year 2028), Design Load: HS 20, Features Intersected: TENNESSEE SOUTHERN RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.483, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 23.8m (78.1ft) 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: 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: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 60FA0380003, Location: IN COLUMBIA (Lat: 35.602767, Lng: -87.065183), Route carried "on" structure: State highway 50, Year Built: 1978, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 27,930 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 44,976 (year 2028), Design Load: HS 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.352, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 14.6m (47.9ft) 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2008) Find on map >>
Structure Number: 60K31940001, Location: IN COLUMBIA CITY LIMITS (Lat: 35.627667, Lng: -87.062283), Route carried "on" structure: City street 3194, Year Built: 1966, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 5,400 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 8,640 (year 2028), Design Load: H 15, Features Intersected: TENNESSEE SOUTHERN RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.432, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 19.0m (62.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $10,000, Total Project Cost: $136,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 60M32010001, Location: IN COLUMBIA CITY LIMITS (Lat: 35.618033, Lng: -87.032117), Route carried "on" structure: City street 3201, Year Built: 1973, Status: Open, Structure Length: 9.11m (29.89ft), Average Daily Traffic: 4,680 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 7,488 (year 2028), Design Load: H 15, Features Intersected: DUCK RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.462, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 9.5m (31.2ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 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 minimum criteria, Length Of Structure Improvement: 10.08m (33.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $1,932,000, Roadway Improvement Cost: $194,000, Total Project Cost: $2,899,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 60M32110001, Location: IN COLUMBIA,TENNESSEE (Lat: 35.605050, Lng: -87.068850), Route carried "on" structure: City street 225, Year Built: 1984, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 2,090 (year 2007), Average Future Daily Traffic: 3,344 (year 2028), Design Load: HS 20, Features Intersected: LITTLE BIGBY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Good, Superstructure: Very 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: Equal to present desirable 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: June 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 60S61810003, Location: .9 M NW JCT SR6&SR246 (Lat: 35.681667, Lng: -87.012083), Route carried "on" structure: State highway 246, Year Built: 1955, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 2,770 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 4,384 (year 2028), Design Load: HS 20, Features Intersected: CARTER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.722, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.1m (26.6ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: 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: 3.32m (10.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $229,000, Roadway Improvement Cost: $23,000, Total Project Cost: $344,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 60SR0060019, Location: .3 M S JCT SR99&SR6 (Lat: 35.599283, Lng: -87.074067), Route carried "on" structure: US 43, Year Built: 1925, Year Reconstructed: 2003, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 20,040 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 29,600 (year 2028), Design Load: HS 20+Mod, Features Intersected: LITTLE BIGBY CREEK, Facility Carried by Structure: FAU 6 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.884, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 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: 10.1m (33.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 60SR0060021, Location: .8 M S JCT SR99&SR6 (Lat: 35.610250, Lng: -87.061150), Route carried "on" structure: US 43, Year Built: 1965, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 11,680 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 21,584 (year 2028), Design Load: HS 20, Features Intersected: TENNESSEE SOUTHERN RR, Facility Carried by Structure: FAU 6 350683H Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.606, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 5 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: 16.5m (54.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.1m (36.4ft) 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: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.82m (15.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $222,000, Roadway Improvement Cost: $23,000, Total Project Cost: $334,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 60SR0060023, Location: 5.71 MI.N. JCT. FAS 6253 (Lat: 35.613633, Lng: -87.054567), Route carried "on" structure: US 43, Year Built: 1925, Year Reconstructed: 1954, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 11,680 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 18,688 (year 2028), Design Load: H 15, Features Intersected: TENNESSEE SOUTHERN RR, Facility Carried by Structure: FAU 6 350581P Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.330, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Operating Rating: 39.6 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: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.79m (12.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $662,000, Roadway Improvement Cost: $67,000, Total Project Cost: $994,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 60SR0060025, Location: 0.19 MI.N. OF SH 7 LT. (Lat: 35.621700, Lng: -87.034200), Route carried "on" structure: State highway 7, Year Built: 1948, Status: Open, Structure Length: 21.06m (69.09ft), Average Daily Traffic: 22,720 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 36,352 (year 2028), Design Load: HS 20, Features Intersected: DUCK RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.354, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 9, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Length Of Structure Improvement: 21.06m (69.09ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2006, Underwater Inspection Date: October 2007, Bridge Improvement Cost: $1,213,000, Roadway Improvement Cost: $122,000, Total Project Cost: $1,820,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 60SR0060026, Location: .1 M N JCT SR7&SR99 (Lat: 35.621700, Lng: -87.034200), Route carried "on" structure: State highway 7, Year Built: 1947, Status: Open, Structure Length: 21.06m (69.09ft), Average Daily Traffic: 22,720 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 36,352 (year 2028), Design Load: HS 20, Features Intersected: DUCK RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.354, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 9, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Length Of Structure Improvement: 21.06m (69.09ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2006, Underwater Inspection Date: October 2007, Bridge Improvement Cost: $732,000, Roadway Improvement Cost: $74,000, Total Project Cost: $1,099,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 60SR0060059, Location: SR 6 IN COLUMBIA (Lat: 35.628617, Lng: -87.068767), Route carried "on" structure: Ramp US 43, Year Built: 1992, Status: Open, Structure Length: 12.47m (40.91ft), Average Daily Traffic: 6,130 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 9,808 (year 2028), Design Load: HS 20, Features Intersected: SR6-RMP-C/L. BIGBY CR, Facility Carried by Structure: FAP 6 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.509, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 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: Equal to present minimum 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: 60SR0060061, Location: INDUSTRAIL PK RD@COLUMBIA (Lat: 35.629550, Lng: -87.066817), Route carried "on" structure: City street 3209, Year Built: 1992, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 10,650 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 17,040 (year 2028), Design Load: HS 20, Features Intersected: INDUSTRIAL PARK RD/SR6 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: 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: 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: 60SR0060063, Location: IN COLUMBIA TN (Lat: 35.629683, Lng: -87.061533), Route carried "on" structure: US 43, Year Built: 1992, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 20,440 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 33,904 (year 2028), Design Load: HS 20, Features Intersected: TENNESSEE SOUTHERN RR, Facility Carried by Structure: FAP 6 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.104, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Skew: 4 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: 25.6m (84.0ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 29.3m (96.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable 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: 60SR0060065, Location: SANTA FE PK IN COLUMBIA (Lat: 35.639133, Lng: -87.043933), Route carried "on" structure: City street 5368, Year Built: 1992, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 4,360 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 6,976 (year 2028), Design Load: HS 20, Features Intersected: SANTA FE PK / SR 6 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.237, Lanes on structure: 2, Lanes under structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft) 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable 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: 60SR0060067, Location: IN COLUMBIA TN (Lat: 35.637350, Lng: -87.036033), Route carried "on" structure: US 43, Year Built: 1992, Status: Open, Structure Length: 14.72m (48.29ft), Average Daily Traffic: 22,700 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 36,320 (year 2028), Design Load: HS 20, Features Intersected: DUCK RIVER, Facility Carried by Structure: FAP 6 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.792, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Deck Geometry: Equal 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2006, Other Special Inspection Date: December 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: 60SR0060068, Location: IN COLUMBIA TN (Lat: 35.637700, Lng: -87.035967), Route carried "on" structure: US 43, Year Built: 1992, Status: Open, Structure Length: 14.72m (48.29ft), Average Daily Traffic: 22,700 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 36,320 (year 2028), Design Load: HS 20, Features Intersected: DUCK RIVER, Facility Carried by Structure: FAP 6 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.792, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Deck Geometry: Equal 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2006, Other Special Inspection Date: December 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: 60SR0070011, Location: 1.37 MI.N. JCT. FAS 6368 (Lat: 35.645533, Lng: -87.045367), Route carried "on" structure: State highway 7, Year Built: 2004, Status: Open, Structure Length: 15.64m (51.31ft), Average Daily Traffic: 3,880 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 6,560 (year 2028), Design Load: HS 20+Mod, Features Intersected: DUCK RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.283, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 23.9m (78.4ft) Condition: Deck: Very 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 60SR0500009, Location: 0.04 MI.N.W.JCT.FAS 6368 (Lat: 35.617250, Lng: -87.065717), Route carried "on" structure: State highway 50, Year Built: 1938, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 10,120 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 16,848 (year 2028), Design Load: HS 20, Features Intersected: LITTLE BIGBY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.356, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.1m (43.0ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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, Length Of Structure Improvement: 6.27m (20.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $1,352,000, Roadway Improvement Cost: $136,000, Total Project Cost: $2,029,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 60SR2430001, Location: IN COLUMBIA (Lat: 35.602933, Lng: -87.068300), Route carried "on" structure: State highway 243, Year Built: 1989, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 20,040 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 29,600 (year 2028), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: FAU 6 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.625, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: 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, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $127,000, Roadway Improvement Cost: $13,000, Total Project Cost: $191,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 60004190001, Location: N. OF COLUMBIA (Lat: 35.678033, Lng: -87.012333), Route carried "under" structure: State highway 246, Year Built: 1960, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 2,770 (year 2007), Truck Traffic: 2%, Features Intersected: CSX RR / CARTERS CRK. RD Minimum Vertical Clearance: 3.36m (11.02ft), Kilometerpoint: 1.271, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.5m (54.1ft) Find on map >>
Structure Number: 60032000001, Location: 0.2 M. W. SR-7 (Lat: 35.607167, Lng: -87.036333), Route carried "under" structure: City street 3200, Year Built: 1950, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 6,240 (year 2007), Truck Traffic: 3%, Features Intersected: CSX RR/ HIGHLAND AVE, Facility Carried by Structure: CSX RR 350575L Minimum Vertical Clearance: 3.89m (12.76ft), Kilometerpoint: 2.124, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 9.4m (30.8ft) Find on map >>
Structure Number: 60032111003, Location: IN COLUMBIA, TN (Lat: 35.609200, Lng: -87.073667), Route carried "under" structure: City street 225, Year Built: 1950, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 2,090 (year 2007), Truck Traffic: 4%, Features Intersected: CSX RR / EXPERIMENT LN., Facility Carried by Structure: CSX RR 350685W Minimum Vertical Clearance: 3.18m (10.43ft), Kilometerpoint: 0.885, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 6.7m (22.0ft) Find on map >>
Structure Number: 600A5560001, Location: SCHOOL ST IN COLUMBIA. (Lat: 35.609850, Lng: -87.041000), Route carried "under" structure: City street 556, Year Built: 1935, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,650 (year 2008), Truck Traffic: 2%, Features Intersected: CSX RR/ SCHOOL ST., Facility Carried by Structure: CSX RR 350576T Minimum Vertical Clearance: 3.35m (10.99ft), Kilometerpoint: 0.628, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 9.1m (29.9ft) Find on map >>
Structure Number: 600A5870001, Location: WEAKLEY ST IN COLUMBIA. (Lat: 35.603833, Lng: -87.032483), Route carried "under" structure: City street 228, Year Built: 1909, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,430 (year 2008), Truck Traffic: 5%, Features Intersected: CSX RR / WHATLEY ST, Facility Carried by Structure: CSX RR 350571J Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 0.129, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 9.4m (30.8ft) Find on map >>
Structure Number: 600A5870003, Location: WEAKLEY ST. IN COLUMBIA (Lat: 35.604250, Lng: -87.032383), Route carried "under" structure: City street 228, Year Built: 1909, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,450 (year 2008), Truck Traffic: 5%, Features Intersected: ABANDONED CSX RR, Facility Carried by Structure: CSX RR 350572R Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 0.161, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 8.1m (26.6ft) Find on map >>
Structure Number: 600A6650001, Location: BILLY LEE ST. IN COLUMBIA (Lat: 35.611050, Lng: -87.048117), Route carried "under" structure: City street 665, Year Built: 1937, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 230 (year 2008), Truck Traffic: 2%, Features Intersected: CSX /BILLY LEE ST, Facility Carried by Structure: CSX RR 350579N Minimum Vertical Clearance: 2.46m (8.07ft), Kilometerpoint: 0.161, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 7.6m (24.9ft) Find on map >>
Structure Number: 60SR0060061, Location: INDUSTRIAL PK RD@COLUMBIA (Lat: 35.629550, Lng: -87.066817), Route carried "under" structure: US 43, Year Built: 1992, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 20,440 (year 2007), Truck Traffic: 2%, Features Intersected: INDUSTRIAL PK RD / SR6, Facility Carried by Structure: FAU 3209 Minimum Vertical Clearance: 7.44m (24.41ft), Kilometerpoint: 32.557, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft) Find on map >>
Structure Number: 60SR0060065, Location: SANTA FE PK IN COLUMBIA (Lat: 35.639133, Lng: -87.043933), Route carried "under" structure: US 43, Year Built: 1992, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 20,440 (year 2007), Truck Traffic: 2%, Features Intersected: SANTA FE PIKE / SR 6, Facility Carried by Structure: FAP 7 Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 35.019, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 29.0m (95.1ft) Find on map >>
Structure Number: 60SR0070007, Location: NEAR COLUMBIA TN (Lat: 35.605967, Lng: -87.035100), Route carried "under" structure: US 31, Year Built: 1927, Structure Length: 14.23m (46.69ft), Average Daily Traffic: 17,900 (year 2007), Truck Traffic: 2%, Features Intersected: TN SOU RR / SR 7, Facility Carried by Structure: CSX RR 350573X Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 20.567, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.4m (57.1ft) Find on map >>
Structure Number: 60SR0070009, Location: NEAR COLUMBIA TENN. (Lat: 35.606450, Lng: -87.034800), Route carried "under" structure: US 31, Year Built: 1927, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 17,900 (year 2007), Truck Traffic: 2%, Features Intersected: TSOURR / SR 7, Facility Carried by Structure: CSX RR 350574E Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 20.616, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.0m (45.9ft) Discuss this city on our hugely popular Tennessee forum Back to: Columbia, TN, Tennessee, All US cities.
|
 |
