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Bridge Statistics for Decatur, Alabama (AL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Decatur, AL, Alabama, Alabama forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 59 Total length: 525 meters (1,722ft) Total costs: $102,595,000 Total average daily traffic: 754,405 Total average daily truck traffic: 106,633 National Bridge Inventory (NBI) Registered Bridges for Decatur
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 1317, Location: JCT FINLEY DR & DRYBRANCH (Lat: 34.600000, Lng: -86.983333), Route carried "on" structure: City street , Year Built: 1935, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 11,449 (year 2005), Truck Traffic: 20%, Average Future Daily Traffic: 16,880 (year 2025), Design Load: H 10, Features Intersected: DRY BRANCH, Facility Carried by Structure: FINLEY DR NW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 14.5 metric tons, Inventory Rating: 10.9 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: August 2007, Underwater Inspection Date: Febuary 2003, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $18,000, Total Project Cost: $270,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 4505, Location: 0.8 MI N JCT US31 & SR67 (Lat: 34.566667, Lng: -86.966667), Route carried "on" structure: US 31, Year Built: 1928, Year Reconstructed: 1953, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 33,500 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 33,734 (year 2027), Design Load: H 15, Features Intersected: BRANCH Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 572.595, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $928,000, Roadway Improvement Cost: $93,000, Total Project Cost: $1,392,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5094, Location: 1.6 M.SOUTH OF SR67 (Lat: 34.533333, Lng: -86.966667), Route carried "on" structure: US 31, Year Built: 1955, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 25,260 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 25,335 (year 2026), Design Load: HS 20, Features Intersected: BRANCH Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 568.517, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.51m (4.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $599,000, Roadway Improvement Cost: $60,000, Total Project Cost: $899,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5707, Location: 1.8 MI E JCT SR 67 (Lat: 34.616667, Lng: -86.983333), Route carried "on" structure: State highway 20, Year Built: 1928, Year Reconstructed: 1957, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 25,810 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 26,687 (year 2027), Design Load: H 15, Features Intersected: WHEELER LAKE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 108.777, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.9m (3.0ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.03m (6.66ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2006, Underwater Inspection Date: July 2006, Bridge Improvement Cost: $726,000, Roadway Improvement Cost: $73,000, Total Project Cost: $1,089,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 6594, Location: 0.6 MI W JCT US31 & SR20 (Lat: 34.600000, Lng: -86.983333), Route carried "on" structure: State highway 20, Year Built: 1959, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 25,810 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 26,687 (year 2027), Design Load: HS 20, Features Intersected: SOUTHERN RR Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 110.448, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 21.5m (70.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 32.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 4.06m (13.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $1,137,000, Roadway Improvement Cost: $114,000, Total Project Cost: $1,706,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 7035, Location: JCT 2ND AVE & DRY BRANCH (Lat: 34.566667, Lng: -86.983333), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 3,317 (year 2005), Truck Traffic: 20%, Average Future Daily Traffic: 4,514 (year 2025), Design Load: H 15, Features Intersected: DRY BRANCH, Facility Carried by Structure: 2ND AVE SW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, 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: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Channel: Good, Culverts: Good, 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: Better than present minimum criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $242,000, Roadway Improvement Cost: $24,000, Total Project Cost: $363,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 7042, Location: JCT 1ST AVE & DRY BRANCH (Lat: 34.583333, Lng: -86.983333), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,921 (year 2005), Truck Traffic: 15%, Average Future Daily Traffic: 3,042 (year 2025), Design Load: H 15, Features Intersected: DRY BRANCH, Facility Carried by Structure: 1ST AVE SW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable 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: August 2007, Bridge Improvement Cost: $266,000, Roadway Improvement Cost: $27,000, Total Project Cost: $399,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 732, Location: CITY OF DECATUR (Lat: 34.600000, Lng: -86.966667), Route carried "on" structure: US 31, Year Built: 1961, Year Reconstructed: 1997, Status: Open, Structure Length: 76.26m (250.20ft), Average Daily Traffic: 21,185 (year 2003), Truck Traffic: 7%, Average Future Daily Traffic: 34,715 (year 2023), Design Load: HS 20, Features Intersected: TENN RIVER; L&N SOU RR Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 576.974, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 17.4m (57.1ft), Horizontal Clearance: 106.7m (350.1ft)), Material/Design: Steel continuous, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 20, Length of Maximum Span: 109.7m (359.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 76.26m (250.20ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2007, Critical Feature Inspection Date: October 2007, Underwater Inspection Date: August 2007, Bridge Improvement Cost: $10,020,000, Roadway Improvement Cost: $1,002,000, Total Project Cost: $15,030,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 7713, Location: JCT 4TH AVE & DRY BRANCH (Lat: 34.566667, Lng: -86.983333), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 3,545 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 3,957 (year 2024), Design Load: H 15, Features Intersected: DRY BRANCH, Facility Carried by Structure: 4TH AVE SW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $233,000, Roadway Improvement Cost: $23,000, Total Project Cost: $349,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 7716, Location: JCT 3RD AVE & DRY BRANCH (Lat: 34.566667, Lng: -86.983333), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,932 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 2,994 (year 2025), Design Load: H 15, Features Intersected: DRY BRANCH, Facility Carried by Structure: 3RD AVE SW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $327,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 798, Location: JCT DRY BRANCH & 6TH AVE (Lat: 34.566667, Lng: -86.983333), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 3,495 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 4,353 (year 2027), Design Load: H 15, Features Intersected: DRY BRANCH, Facility Carried by Structure: 6TH AVE SW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.2 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $194,000, Roadway Improvement Cost: $19,000, Total Project Cost: $291,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 7982, Location: JCT 5TH SW & DRY BRANCH (Lat: 34.566667, Lng: -86.983333), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 15,702 (year 2005), Truck Traffic: 20%, Average Future Daily Traffic: 26,464 (year 2025), Design Load: H 15, Features Intersected: DRY BRANCH, Facility Carried by Structure: 5TH AVE SW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Channel: Excellent, Culverts: Good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $259,000, Roadway Improvement Cost: $26,000, Total Project Cost: $389,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 8733, Location: JCT SR 20 & US 31 (Lat: 34.616667, Lng: -86.950000), Route carried "on" structure: State highway 20, Year Built: 1965, Status: Open, Structure Length: 10.00m (32.81ft), Average Daily Traffic: 25,510 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 12,830 (year 2023), Design Load: HS 20, Features Intersected: US 31; SR 3 Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 114.379, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 27.7m (90.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.93m (35.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $1,453,000, Roadway Improvement Cost: $145,000, Total Project Cost: $2,179,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 8745, Location: 2.2 MI E JCT SR 67 & 24 (Lat: 34.600000, Lng: -86.983333), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 14,820 (year 2005), Truck Traffic: 25%, Average Future Daily Traffic: 26,083 (year 2024), Design Load: H 15, Features Intersected: DRY CREEK, Facility Carried by Structure: SR 24 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 115.919, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft) Condition: Channel: Very good, Culverts: Fair, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $641,000, Roadway Improvement Cost: $64,000, Total Project Cost: $961,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 8746, Location: 2.3 MI E JCT SR67 & SR24 (Lat: 34.600000, Lng: -86.866667), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 32.31m (106.00ft), Average Daily Traffic: 13,965 (year 2005), Truck Traffic: 20%, Average Future Daily Traffic: 22,880 (year 2022), Design Load: H 20, Features Intersected: L&N RR;1ST AV NE &1ST SE, Facility Carried by Structure: SR 24 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 116.082, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 22, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 20.9m (68.6ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 30.8 metric tons, Inventory Rating: 22.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 32.30m (105.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $8,796,000, Roadway Improvement Cost: $880,000, Total Project Cost: $13,194,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 8824, Location: 0.4 MI N JCT SR67 & US31 (Lat: 34.550000, Lng: -86.983333), Route carried "on" structure: State highway 67, Year Built: 1965, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 16,655 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 17,021 (year 2026), Design Load: HS 20, Features Intersected: L & N RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.220, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), 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: Satisfactory, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.17m (20.24ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $811,000, Roadway Improvement Cost: $81,000, Total Project Cost: $1,216,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 8825, Location: 1.5 MI N JCT SR67 & US31 (Lat: 34.550000, Lng: -87.000000), Route carried "on" structure: State highway 67, Year Built: 1965, Year Reconstructed: 1978, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 32,400 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 32,821 (year 2027), Design Load: HS 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.821, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $1,615,000, Roadway Improvement Cost: $162,000, Total Project Cost: $2,423,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 9404, Location: JCT L&N RR & 14TH ST SE (Lat: 34.566667, Lng: -86.966667), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 8.81m (28.90ft), Average Daily Traffic: 13,490 (year 2005), Truck Traffic: 25%, Average Future Daily Traffic: 20,032 (year 2024), Design Load: HS 20, Features Intersected: L&N RR & 4TH AVE SE, Facility Carried by Structure: 14TH ST SE Minimum Vertical Clearance: 7.00m (22.97ft), Kilometerpoint: 0.010, Lanes on structure: 4, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 20.8m (68.2ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.78m (32.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $2,647,000, Roadway Improvement Cost: $265,000, Total Project Cost: $3,971,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 9836, Location: 1.6 MI N JCT I65 & SR67 (Lat: 34.533333, Lng: -86.916667), Route carried "on" structure: State highway 67, Year Built: 1935, Year Reconstructed: 1969, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 31,760 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 32,935 (year 2027), Design Load: H 15, Features Intersected: BRANCH Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 57.785, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.5m (4.9ft) Condition: Channel: Fair, Culverts: Good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2007, Underwater Inspection Date: July 2006, Bridge Improvement Cost: $393,000, Roadway Improvement Cost: $39,000, Total Project Cost: $589,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 10367, Location: JCT STRATFORD RD&BRUSH CK (Lat: 34.566667, Lng: -86.966667), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 11,372 (year 2005), Truck Traffic: 25%, Average Future Daily Traffic: 12,217 (year 2024), Design Load: H 15, Features Intersected: BRUSH CREEK, Facility Carried by Structure: STRATFORD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.2 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.69m (8.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $481,000, Roadway Improvement Cost: $48,000, Total Project Cost: $721,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 10375, Location: 2 MI N JCT I65 & SR 67 (Lat: 34.533333, Lng: -86.916667), Route carried "on" structure: State highway 67, Year Built: 1970, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 27,850 (year 2003), Truck Traffic: 7%, Average Future Daily Traffic: 45,640 (year 2023), Design Load: HS 20+Mod, Features Intersected: FLINT CREEK RELIEF Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.593, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.2m (59.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.8 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.19m (20.31ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2007, Underwater Inspection Date: July 2006, Bridge Improvement Cost: $1,467,000, Roadway Improvement Cost: $147,000, Total Project Cost: $2,201,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 10376, Location: 2.2 MI N JCT SR 67 & I-65 (Lat: 34.533333, Lng: -86.933333), Route carried "on" structure: State highway 67, Year Built: 1970, Status: Open, Structure Length: 12.74m (41.80ft), Average Daily Traffic: 27,850 (year 2003), Truck Traffic: 7%, Average Future Daily Traffic: 45,640 (year 2023), Design Load: HS 20+Mod, Features Intersected: FLINT CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.786, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 23 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 6, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.2m (59.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.8 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 13.57m (44.52ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2007, Underwater Inspection Date: July 2006, Bridge Improvement Cost: $3,216,000, Roadway Improvement Cost: $322,000, Total Project Cost: $4,824,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 10971, Location: JCT SANDLIN RD&CLARK SPGS (Lat: 34.550000, Lng: -86.983333), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 8,346 (year 2005), Truck Traffic: 20%, Average Future Daily Traffic: 12,115 (year 2025), Design Load: H 15, Features Intersected: CLARK SPRINGS, Facility Carried by Structure: SANDLIN RD SW Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $507,000, Roadway Improvement Cost: $51,000, Total Project Cost: $761,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 11272, Location: 0.1 E JCT CHURCH&GRANT ST (Lat: 34.600000, Lng: -86.950000), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 16,804 (year 2005), Truck Traffic: 25%, Average Future Daily Traffic: 22,660 (year 2025), Design Load: H 15, Features Intersected: STREAM, Facility Carried by Structure: CHURCH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.8m (58.4ft) Condition: Channel: Very good, Culverts: Very good, 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 desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $239,000, Roadway Improvement Cost: $24,000, Total Project Cost: $359,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 11273, Location: .2 MI E JCT GRANT & 16TH (Lat: 34.600000, Lng: -86.950000), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 14,717 (year 2005), Truck Traffic: 20%, Average Future Daily Traffic: 19,517 (year 2022), Design Load: H 15, Features Intersected: STREAM, Facility Carried by Structure: GRANT ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $245,000, Roadway Improvement Cost: $25,000, Total Project Cost: $368,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 11428, Location: JCT CLARK SPRINGS &SPG AV (Lat: 34.550000, Lng: -86.983333), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 16,963 (year 2005), Truck Traffic: 20%, Average Future Daily Traffic: 24,126 (year 2024), Design Load: H 15, Features Intersected: CLARK SPRINGS, Facility Carried by Structure: SPRING AVE SW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 22.6m (74.1ft) Condition: Channel: Excellent, Culverts: Very good, 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 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: July 2007, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $16,000, Total Project Cost: $240,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 11477, Location: 0.1 MI W CENT PKY &8TH ST (Lat: 34.583333, Lng: -86.983333), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 20,930 (year 2005), Truck Traffic: 20%, Average Future Daily Traffic: 26,313 (year 2023), Design Load: HS 15, Features Intersected: BRANCH, Facility Carried by Structure: 8TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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 or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 32.7 metric tons, Inventory Rating: 24.5 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $23,000, Total Project Cost: $345,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 11478, Location: JCT 8TH ST & DRY BRANCH (Lat: 34.583333, Lng: -86.983333), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 28,667 (year 2005), Truck Traffic: 20%, Average Future Daily Traffic: 30,144 (year 2025), Design Load: H 15, Features Intersected: DRY BRANCH, Facility Carried by Structure: 8TH ST SW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 17.9m (58.7ft) Condition: Channel: Satisfactory, Culverts: 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $384,000, Roadway Improvement Cost: $38,000, Total Project Cost: $576,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1164, Location: JCT DANVILLE RD&DRYBRANCH (Lat: 34.583333, Lng: -87.000000), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 18,525 (year 2005), Truck Traffic: 20%, Average Future Daily Traffic: 29,516 (year 2025), Design Load: H 15, Features Intersected: DRY BRANCH, Facility Carried by Structure: DANVILLE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, 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: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, 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: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $258,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 11671, Location: JCT BROOKMEAD RD&BRUSH CK (Lat: 34.566667, Lng: -86.966667), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 5,634 (year 2005), Truck Traffic: 20%, Average Future Daily Traffic: 7,995 (year 2023), Design Load: H 15, Features Intersected: BRUSH CREEK, Facility Carried by Structure: BROOKMEAD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 18.1m (59.4ft) Condition: Channel: Satisfactory, 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: Equal to present minimum criteria, Length Of Structure Improvement: 2.99m (9.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $586,000, Roadway Improvement Cost: $59,000, Total Project Cost: $879,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 11685, Location: JCT COUNTRY CLUB&BRUSH CK (Lat: 34.566667, Lng: -86.966667), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 14,814 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 19,825 (year 2022), Design Load: H 15, Features Intersected: BRUSH CREEK, Facility Carried by Structure: COUNTRY CLUB RD S Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 14.8m (48.6ft) Condition: Channel: Satisfactory, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.06m (10.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $484,000, Roadway Improvement Cost: $48,000, Total Project Cost: $726,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 11901, Location: JCT WASHINGTON &DRYBRANCH (Lat: 34.600000, Lng: -86.983333), Route carried "on" structure: City street , Year Built: 1935, Year Reconstructed: 1978, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 10,564 (year 2005), Truck Traffic: 20%, Average Future Daily Traffic: 15,295 (year 2025), Design Load: H 15, Features Intersected: DRY BRANCH, Facility Carried by Structure: WASHINGTON ST NW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.19m (10.47ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: July 2007, Underwater Inspection Date: Febuary 2003, Bridge Improvement Cost: $581,000, Roadway Improvement Cost: $58,000, Total Project Cost: $871,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 12201, Location: 0.4 MI N JCT SR 67 & US31 (Lat: 34.550000, Lng: -86.983333), Route carried "on" structure: State highway 67, Year Built: 1979, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 16,655 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 17,021 (year 2026), Design Load: HS 20, Features Intersected: L&N RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.220, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.98m (22.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $1,183,000, Roadway Improvement Cost: $118,000, Total Project Cost: $1,774,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 12409, Location: JCT 2ND ST & DRY BRANCH (Lat: 34.600000, Lng: -86.983333), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 11,372 (year 2005), Truck Traffic: 25%, Average Future Daily Traffic: 13,221 (year 2023), Design Load: H 15, Features Intersected: DRY BRANCH, Facility Carried by Structure: 2ND ST SW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, 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: 4, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 15.3m (50.2ft) Condition: Channel: Very good, Culverts: Very good, 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $398,000, Roadway Improvement Cost: $40,000, Total Project Cost: $597,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 12411, Location: JCT MOULTON ST &DRYBRANCH (Lat: 34.600000, Lng: -86.983333), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 16,361 (year 2005), Truck Traffic: 40%, Average Future Daily Traffic: 24,332 (year 2025), Design Load: H 20, Features Intersected: DRY BRANCH, Facility Carried by Structure: MOULTON ST W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 37.5m (123.0ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 30.8 metric tons, Inventory Rating: 22.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.33m (7.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: Bituminous Find on map >>
Structure Number: 12597, Location: 200 FT OF GORDON DRSW (Lat: 34.600000, Lng: -86.983333), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 14,696 (year 2005), Truck Traffic: 20%, Average Future Daily Traffic: 23,533 (year 2025), Design Load: H 20, Features Intersected: DRY BRANCH, Facility Carried by Structure: CENTRAL PARKWAY Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.8m (5.9ft), 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: 30.8 metric tons, Inventory Rating: 22.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $798,000, Roadway Improvement Cost: $80,000, Total Project Cost: $1,197,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 13031, Location: 400 FT S OF 3RD ST SW (Lat: 34.583333, Lng: -86.983333), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 12,626 (year 2005), Truck Traffic: 25%, Average Future Daily Traffic: 17,507 (year 2025), Design Load: H 20, Features Intersected: DRY BRANCH, Facility Carried by Structure: CENTRAL PARKWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 25.1m (82.3ft), Out-to-Out Width: 35.3m (115.8ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 30.8 metric tons, Inventory Rating: 22.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, 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: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $734,000, Roadway Improvement Cost: $73,000, Total Project Cost: $1,101,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 13331, Location: JCT. CENTRAL PKY & BRANCH (Lat: 34.566667, Lng: -86.966667), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 22,777 (year 2005), Truck Traffic: 25%, Average Future Daily Traffic: 34,140 (year 2025), Design Load: H 20, Features Intersected: CLARK SPRINGS BRANCH, Facility Carried by Structure: CENTRAL PARKWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, 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: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 38.0m (124.7ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 30.8 metric tons, Inventory Rating: 22.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, 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: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $396,000, Roadway Improvement Cost: $40,000, Total Project Cost: $594,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 15673, Location: JCT SPRINGVIEW&CLARK SPGS (Lat: 34.550000, Lng: -86.983333), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 2,753 (year 2005), Truck Traffic: 15%, Average Future Daily Traffic: 3,165 (year 2023), Design Load: H 15, Features Intersected: CLARK SPRINGS, Facility Carried by Structure: SPRINGVIEW ST SW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Channel: Good, Culverts: Good, 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: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $362,000, Roadway Improvement Cost: $36,000, Total Project Cost: $543,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 15674, Location: JCT. CORSBIE BRUSCH CK. (Lat: 34.566667, Lng: -86.966667), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,810 (year 2005), Truck Traffic: 20%, Average Future Daily Traffic: 4,989 (year 2024), Design Load: H 15, Features Intersected: BRUSH CREEK, Facility Carried by Structure: CORSBIE ST. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 49.4m (162.1ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $683,000, Roadway Improvement Cost: $68,000, Total Project Cost: $1,024,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 15675, Location: JCT MAGNOLIA & BRUSH CK (Lat: 34.600000, Lng: -86.983333), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,807 (year 2005), Truck Traffic: 20%, Average Future Daily Traffic: 2,369 (year 2025), Design Load: H 15, Features Intersected: BRUSH CREEK, Facility Carried by Structure: MAGNOLIA STREET Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, 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: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 26.6m (87.3ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $389,000, Roadway Improvement Cost: $39,000, Total Project Cost: $584,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 15677, Location: JCT FAIRGRD RD&CLARKS SPG (Lat: 34.600000, Lng: -86.983333), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 5,278 (year 2005), Truck Traffic: 20%, Average Future Daily Traffic: 6,017 (year 2025), Design Load: H 10, Features Intersected: CLARKS SPRINGS, Facility Carried by Structure: FAIRGROUND ROAD S Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, 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: 4, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.2m (59.7ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 13.6 metric tons, Inventory Rating: 9.0 metric tons, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $440,000, Roadway Improvement Cost: $44,000, Total Project Cost: $660,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 16284, Location: JCT BETTY ST & DRY BRANCH (Lat: 34.566667, Lng: -87.000000), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 6,920 (year 2005), Truck Traffic: 15%, Average Future Daily Traffic: 9,115 (year 2022), Design Load: HS 20, Features Intersected: BETTY ST SW & DRY BRANCH, Facility Carried by Structure: BETTY ST SW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, 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: 5, Length of Maximum Span: 1.2m (3.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.2m (46.6ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 40.8 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $17,000, Total Project Cost: $252,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1631, Location: 0.6 MI N TENN RIVER (Lat: 34.616667, Lng: -86.966667), Route carried "on" structure: US 31, Year Built: 1997, Status: Open, Structure Length: 11.43m (37.50ft), Average Daily Traffic: 21,405 (year 2003), Truck Traffic: 7%, Average Future Daily Traffic: 35,075 (year 2023), Design Load: HS 20+Mod, Features Intersected: SWAN LAKE Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 578.059, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 51.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.30m (40.35ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2007, Underwater Inspection Date: August 2007, Bridge Improvement Cost: $2,085,000, Roadway Improvement Cost: $209,000, Total Project Cost: $3,128,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Discuss this city on our hugely popular Alabama forum Back to: Decatur, AL, Alabama, All US cities.
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