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Bridge Statistics for Madison, Alabama (AL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Madison, AL, Alabama, Alabama forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 34 Total length: 103 meters (338ft) Total costs: $25,188,000 Total average daily traffic: 167,980 Total average daily truck traffic: 18,536 National Bridge Inventory (NBI) Registered Bridges for Madison
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 1186, Location: 0.15 MI S LIBERTY DR (Lat: 34.716667, Lng: -86.750000), Route carried "on" structure: City street 1005, Year Built: 1935, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 12,000 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 14,000 (year 2022), Design Load: H 15, Features Intersected: MILL CREEK, Facility Carried by Structure: WALL-TRIANA HWY Minimum Vertical Clearance: 99.00m (324.80ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.7m (22.0ft) Condition: Channel: Fair, Culverts: Poor, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2007, Bridge Improvement Cost: $223,000, Roadway Improvement Cost: $22,000, Total Project Cost: $334,000 ( Estimate for 2008) Find on map >>
Structure Number: 1354, Location: 0.7 MI W SULLIVAN ST. (Lat: 34.700000, Lng: -86.750000), Route carried "on" structure: City street 1352, Year Built: 1935, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 2,500 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 3,200 (year 2022), Design Load: H 15, Features Intersected: MADISON BRANCH, Facility Carried by Structure: MILL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.7m (22.0ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.09m (6.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $212,000, Roadway Improvement Cost: $21,000, Total Project Cost: $318,000 ( Estimate for 2008) Find on map >>
Structure Number: 1518, Location: 1.0 MI W SILLIVAN ST. (Lat: 34.700000, Lng: -86.766667), Route carried "on" structure: City street 1352, Year Built: 1936, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,500 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 2,900 (year 2022), Design Load: H 15, Features Intersected: MILL CREEK, Facility Carried by Structure: MILL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Masonry, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.53m (8.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $26,000, Total Project Cost: $390,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1621, Location: 0.1 MI W WALL-TRIANA HWY (Lat: 34.700000, Lng: -86.750000), Route carried "on" structure: City street S0780, Year Built: 1937, Status: Closed, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 1,200 (year 1992), Truck Traffic: 5%, Average Future Daily Traffic: 1,550 (year 2022), Design Load: H 15, Features Intersected: MILL BRANCH, Facility Carried by Structure: GILLESPIE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.7m (22.0ft) Condition: Channel: Poor, Culverts: Poor, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2007, Bridge Improvement Cost: $78,000, Roadway Improvement Cost: $8,000, Total Project Cost: $117,000 ( Estimate for 2008) Find on map >>
Structure Number: 1622, Location: 0.2 MI W 0F HUGHES RD (Lat: 34.716667, Lng: -86.733333), Route carried "on" structure: City street 5078, Year Built: 1937, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 950 (year 1992), Truck Traffic: 5%, Average Future Daily Traffic: 1,500 (year 2022), Design Load: H 15, Features Intersected: MILL CREEK, Facility Carried by Structure: GILLESPIE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.7m (22.0ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $124,000, Roadway Improvement Cost: $12,000, Total Project Cost: $186,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1669, Location: 1.5 MI W SULLIVAN ST (Lat: 34.700000, Lng: -86.766667), Route carried "on" structure: City street 1352, Year Built: 1937, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,500 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 3,000 (year 2022), Design Load: H 15, Features Intersected: BRADFORD CREEK, Facility Carried by Structure: MILL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Masonry, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, Channel: Poor, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 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: 2.53m (8.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $26,000, Total Project Cost: $390,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1712, Location: 0.2 MI N MILL RD (Lat: 34.700000, Lng: -86.750000), Route carried "on" structure: City street 1005, Year Built: 1938, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 12,000 (year 1992), Truck Traffic: 20%, Average Future Daily Traffic: 14,500 (year 2022), Design Load: H 15, Features Intersected: MADISON BRANCH, Facility Carried by Structure: WALL-TRIANA HWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Masonry, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $186,000, Roadway Improvement Cost: $19,000, Total Project Cost: $279,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay Find on map >>
Structure Number: 1783, Location: 1.1 MI E LIMESTONE CO LI. (Lat: 34.700000, Lng: -86.766667), Route carried "on" structure: City street 1048, Year Built: 1938, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 850 (year 1992), Truck Traffic: 8%, Average Future Daily Traffic: 1,000 (year 2022), Design Load: H 15, Features Intersected: MILL CREEK, Facility Carried by Structure: BROWNS FERRY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Masonry, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.0m (26.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $177,000, Roadway Improvement Cost: $18,000, Total Project Cost: $266,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 2495, Location: 1 MI W SULLIVAN STREET (Lat: 34.683333, Lng: -86.766667), Route carried "on" structure: City street 1382, Year Built: 1940, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 950 (year 1992), Truck Traffic: 20%, Average Future Daily Traffic: 1,200 (year 2022), Design Load: H 15, Features Intersected: BRADFORD CREEK, Facility Carried by Structure: PALMER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Masonry, Design/Construction: Tee 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: Fair, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.53m (8.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $263,000, Roadway Improvement Cost: $26,000, Total Project Cost: $394,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 2496, Location: 0.8 MI W SULLIVAN ST. (Lat: 34.683333, Lng: -86.766667), Route carried "on" structure: City street 1382, Year Built: 1940, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 950 (year 1992), Truck Traffic: 20%, Average Future Daily Traffic: 1,200 (year 2022), Design Load: H 15, Features Intersected: PALMER BRANCH, Facility Carried by Structure: PALMER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Masonry, Design/Construction: Tee 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: Good, Substructure: Fair, Channel: Fair, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.53m (8.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $263,000, Roadway Improvement Cost: $26,000, Total Project Cost: $394,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5508, Location: 1.6 MI E MADISON CO. LINE (Lat: 34.666667, Lng: -86.750000), Route carried "on" structure: City street 20, Year Built: 1956, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 2,912 (year 2000), Truck Traffic: 10%, Average Future Daily Traffic: 5,800 (year 2022), Design Load: HS 20, Features Intersected: BRADFORD CREEK, Facility Carried by Structure: MADISON BLVD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 133.085, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 67.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $1,220,000, Roadway Improvement Cost: $122,000, Total Project Cost: $1,830,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 8734, Location: 1.6 MI E MADISON CO. LINE (Lat: 34.666667, Lng: -86.750000), Route carried "on" structure: City street 20, Year Built: 1965, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 2,920 (year 2000), Truck Traffic: 10%, Average Future Daily Traffic: 5,800 (year 2022), Design Load: HS 20, Features Intersected: BRADFORD CREEK, Facility Carried by Structure: MADISON BLVD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 133.085, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.5 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $1,220,000, Roadway Improvement Cost: $122,000, Total Project Cost: $1,830,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 13863, Location: 155 FT W SULLIVAN ST. (Lat: 34.683333, Lng: -86.750000), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 0.43m (1.41ft), Average Daily Traffic: 800 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 1,300 (year 2022), Design Load: HS 20, Features Intersected: KYSER BRANCH, Facility Carried by Structure: ROYALE DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, 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 desirable criteria, Length Of Structure Improvement: 0.93m (3.05ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $182,000, Roadway Improvement Cost: $18,000, Total Project Cost: $273,000 ( Estimate for 2008) Find on map >>
Structure Number: 13871, Location: 0.3 MI N HWY 20 (Lat: 34.683333, Lng: -86.750000), Route carried "on" structure: Business City street 1, Year Built: 1986, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 600 (year 1992), Truck Traffic: 20%, Average Future Daily Traffic: 950 (year 2022), Design Load: HS 20, Features Intersected: BRADFORD BRANCH, Facility Carried by Structure: WESTCHESTER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $18,000, Total Project Cost: $270,000 ( Estimate for 2008) Find on map >>
Structure Number: 13883, Location: 0.5 MI N OLD MADISON PIKE (Lat: 34.700000, Lng: -86.716667), Route carried "on" structure: City street 3, Year Built: 1986, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 800 (year 1992), Truck Traffic: 2%, Average Future Daily Traffic: 1,200 (year 2022), Design Load: HS 20, Features Intersected: RAINBOW CREEK, Facility Carried by Structure: MILLER BLVD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $202,000, Roadway Improvement Cost: $20,000, Total Project Cost: $303,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 14187, Location: 150 FT. N STEELE DR (Lat: 34.700000, Lng: -86.716667), Route carried "on" structure: City street 2, Year Built: 1987, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 450 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 550 (year 2022), Design Load: HS 20, Features Intersected: RAINBOW CREEK, Facility Carried by Structure: CHERRY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $216,000, Roadway Improvement Cost: $22,000, Total Project Cost: $324,000 ( Estimate for 2008) Find on map >>
Structure Number: 14449, Location: 0.1 MI S JCT SR20&AIRPORT (Lat: 34.666667, Lng: -86.750000), Route carried "on" structure: Ramp Interstate 565, Year Built: 1988, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 4,332 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 6,498 (year 2027), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: RAMPS TO AIRPT RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.794, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 83.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $1,312,000, Roadway Improvement Cost: $131,000, Total Project Cost: $1,968,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 14485, Location: 100 FT W SULLIVAN ST (Lat: 34.683333, Lng: -86.750000), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 0.52m (1.71ft), Average Daily Traffic: 450 (year 1992), Truck Traffic: 5%, Average Future Daily Traffic: 600 (year 2022), Design Load: HS 20, Features Intersected: KYSER BRANCH, Facility Carried by Structure: MEADOW DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.09m (3.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000 ( Estimate for 2008) Find on map >>
Structure Number: 14486, Location: 125 FT W SULLIVAN ST (Lat: 34.683333, Lng: -86.750000), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 0.58m (1.90ft), Average Daily Traffic: 600 (year 1992), Truck Traffic: 5%, Average Future Daily Traffic: 750 (year 2022), Design Load: HS 20, Features Intersected: KYSER BRANCH, Facility Carried by Structure: JACKSON AVE Minimum Vertical Clearance: 99.00m (324.80ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $133,000, Roadway Improvement Cost: $13,000, Total Project Cost: $199,000 ( Estimate for 2008) Find on map >>
Structure Number: 14487, Location: 175 FT W SULLIVAN ST. (Lat: 34.683333, Lng: -86.750000), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 0.55m (1.80ft), Average Daily Traffic: 600 (year 1992), Truck Traffic: 5%, Average Future Daily Traffic: 750 (year 2022), Design Load: HS 20, Features Intersected: KYSER BRANCH, Facility Carried by Structure: GRAYSON AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $13,000, Total Project Cost: $192,000 ( Estimate for 2008) Find on map >>
Structure Number: 14778, Location: .3 M W JCT I565&AIRPRT RD (Lat: 34.666667, Lng: -86.750000), Route carried "on" structure: Ramp Interstate 565, Year Built: 1989, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 4,409 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 6,613 (year 2027), Design Load: HS 20, Features Intersected: RAMP43 INTO AIRPORT RD, Facility Carried by Structure: RAMP 45 TO SR 20 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.358, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.39m (27.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $930,000, Roadway Improvement Cost: $93,000, Total Project Cost: $1,395,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 14816, Location: 50 FT W WALL TRIANA HWY (Lat: 34.700000, Lng: -86.750000), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 450 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 600 (year 2022), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: MILL CRK CROSSING Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $273,000, Roadway Improvement Cost: $27,000, Total Project Cost: $409,000 ( Estimate for 2008) Find on map >>
Structure Number: 15048, Location: .3 MI E JCT I-565 (Lat: 34.650000, Lng: -86.766667), Route carried "on" structure: Interstate 565, Year Built: 1990, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 22,045 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 30,917 (year 2027), Design Load: HS 20, Features Intersected: JETPORT RR SPUR, Facility Carried by Structure: AIRPORT RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.859, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.49m (11.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $596,000, Roadway Improvement Cost: $60,000, Total Project Cost: $894,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 15049, Location: .3 MI E JCT I565&JET PLEX (Lat: 34.650000, Lng: -86.766667), Route carried "on" structure: Interstate 565, Year Built: 1990, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 22,045 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 30,917 (year 2027), Design Load: HS 20, Features Intersected: JCT JETPORT&RR SPUR, Facility Carried by Structure: AIRPORT ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.891, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.49m (11.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $763,000, Roadway Improvement Cost: $76,000, Total Project Cost: $1,144,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 15742, Location: 2.7 MI E CO LINE ROAD (Lat: 34.666667, Lng: -86.700000), Route carried "on" structure: Spur Interstate 565, Year Built: 1988, Status: Open, Structure Length: 9.42m (30.91ft), Average Daily Traffic: 22,045 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 30,917 (year 2027), Design Load: HS 20, Features Intersected: SOUTHERN RR & QUARRY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.599, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.9m (58.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 40.8 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.37m (34.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $2,417,000, Roadway Improvement Cost: $242,000, Total Project Cost: $3,626,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 15765, Location: 2.7 MI E CO LINE RD (Lat: 34.666667, Lng: -86.733333), Route carried "on" structure: Spur Interstate 565, Year Built: 1988, Status: Open, Structure Length: 9.42m (30.91ft), Average Daily Traffic: 22,045 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 30,917 (year 2027), Design Load: HS 20, Features Intersected: SOUTHERN RR & QUARRY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.599, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.9m (58.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 40.8 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.37m (34.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $2,417,000, Roadway Improvement Cost: $242,000, Total Project Cost: $3,626,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 16058, Location: 0.1 MI SOUTH OF MILL RD (Lat: 34.683333, Lng: -86.733333), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 5,500 (year 1994), Truck Traffic: 10%, Average Future Daily Traffic: 7,500 (year 2022), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN RR, Facility Carried by Structure: HUGHES RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.7m (127.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 40.8 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.81m (15.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $1,197,000, Roadway Improvement Cost: $120,000, Total Project Cost: $1,796,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 16834, Location: 0.15 MI. W OF WALL-TRIANA (Lat: 34.750000, Lng: -86.733333), Route carried "on" structure: City street 1017, Year Built: 1996, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 750 (year 1996), Truck Traffic: 5%, Average Future Daily Traffic: 900 (year 2022), Design Load: HS 20, Features Intersected: KNOX BRANCH, Facility Carried by Structure: GOOCH LANE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $295,000, Roadway Improvement Cost: $30,000, Total Project Cost: $443,000 ( Estimate for 2008) Find on map >>
Structure Number: 16835, Location: 0.15MI W WALL-TRIANA (Lat: 34.700000, Lng: -86.700000), Route carried "on" structure: City street 1016, Year Built: 1995, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 10,000 (year 1996), Truck Traffic: 20%, Average Future Daily Traffic: 14,000 (year 2022), Design Load: HS 20, Features Intersected: RAINBOW CREEK, Facility Carried by Structure: OLD MADISON PIKE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 18.9m (62.0ft) Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $332,000, Roadway Improvement Cost: $33,000, Total Project Cost: $498,000 ( Estimate for 2008) Find on map >>
Structure Number: 17458, Location: 300' W. WALL-TRIANA HWY (Lat: 34.700000, Lng: -86.750000), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 110 (year 1999), Average Future Daily Traffic: 120 (year 2022), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: BRIDGEFIELD RD Minimum Vertical Clearance: 99.00m (324.80ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $297,000, Roadway Improvement Cost: $30,000, Total Project Cost: $446,000 ( Estimate for 2008) Find on map >>
Structure Number: 18098, Location: 0.4 MI. EAST CNTY LINE (Lat: 34.716667, Lng: -86.766667), Route carried "on" structure: City street 5070, Year Built: 2000, Status: Open, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 550 (year 2000), Average Future Daily Traffic: 700 (year 2022), Design Load: HS 20, Features Intersected: BRADFORD CREEK, Facility Carried by Structure: BROWNS FERRY RD Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 39.5 metric tons, Inventory Rating: 29.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.28m (7.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $311,000, Roadway Improvement Cost: $31,000, Total Project Cost: $466,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 14778, Location: .3 M W JCT I565&AIRPRT RD (Lat: 34.666667, Lng: -86.750000), Route carried "under" structure: Ramp Interstate 565, Year Built: 1989, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 4,409 (year 2007), Truck Traffic: 10%, Features Intersected: RAMP43 INTO AIRPORT RD, Facility Carried by Structure: RAMP 45 TO SR 20 Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 13.358, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft) Find on map >>
Structure Number: 15742, Location: 2.7 MI E CO LINE ROAD (Lat: 34.666667, Lng: -86.700000), Route carried "under" structure: Business City street , Year Built: 1988, Structure Length: 9.42m (30.91ft), Average Daily Traffic: 1,379 (year 2006), Truck Traffic: 1%, Features Intersected: QUARRY RD & SOU RR, Facility Carried by Structure: I-565; SR 20 Minimum Vertical Clearance: 6.25m (20.51ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.9m (121.1ft) Find on map >>
Structure Number: 15765, Location: 2.7 MI. E. CO. LINE RD. (Lat: 34.666667, Lng: -86.733333), Route carried "under" structure: Business City street , Year Built: 1988, Structure Length: 9.42m (30.91ft), Average Daily Traffic: 1,379 (year 2006), Truck Traffic: 1%, Features Intersected: SOU RR & QUARRY RD., Facility Carried by Structure: I-565; SR 20 Minimum Vertical Clearance: 6.25m (20.51ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.9m (121.1ft) Discuss this city on our hugely popular Alabama forum Back to: Madison, AL, Alabama, All US cities.
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