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Bridge Statistics for Irondale, Alabama (AL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Irondale, AL, Alabama, Alabama forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 41 Total length: 678 meters (2,224ft) Total costs: $97,439,000 Total average daily traffic: 1,267,928 Total average daily truck traffic: 182,782 National Bridge Inventory (NBI) Registered Bridges for Irondale
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 9737, Location: 5 TH AVE S. NEAR 28TH ST (Lat: 33.550000, Lng: -86.683333), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 500 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 750 (year 2026), Design Load: H 15, Features Intersected: SHADES CK, Facility Carried by Structure: 5TH AVENUE SOUTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.698, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $286,000, Roadway Improvement Cost: $29,000, Total Project Cost: $429,000 ( Estimate for 2008) Find on map >>
Structure Number: 10763, Location: US 78 & 25TH ST SO. (Lat: 33.550000, Lng: -86.683333), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 2,500 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 3,500 (year 2026), Design Load: H 15, Features Intersected: SHADES CREEK, Facility Carried by Structure: 25TH ST SO. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: 14.9m (48.9ft), Out-to-Out Width: 15.4m (50.5ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $298,000, Roadway Improvement Cost: $30,000, Total Project Cost: $447,000 ( Estimate for 2008) Find on map >>
Structure Number: 11252, Location: 5 TH AV S & COMMERCE BLVD (Lat: 33.550000, Lng: -86.683333), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 2,500 (year 2006), Truck Traffic: 20%, Average Future Daily Traffic: 3,000 (year 2026), Design Load: H 15, Features Intersected: SHADES CK, Facility Carried by Structure: COMMERCE BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.800, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, 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 minimum criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $714,000, Roadway Improvement Cost: $71,000, Total Project Cost: $1,071,000 ( Estimate for 2008) Find on map >>
Structure Number: 12307, Location: I-459 & GRANTS MILL RD (Lat: 33.531389, Lng: -86.655556), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 11.08m (36.35ft), Average Daily Traffic: 1,500 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 2,500 (year 2026), Design Load: HS 20, Features Intersected: I-459, Facility Carried by Structure: GRANTS MILL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.014, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 32.3m (106.0ft), Out-to-Out Width: 33.8m (110.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.96m (39.24ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $5,269,000, Roadway Improvement Cost: $527,000, Total Project Cost: $7,904,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 12502, Location: I20 & SHADES CREEK (Lat: 33.516667, Lng: -86.700000), Route carried "on" structure: Interstate 20, Year Built: 1981, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 54,980 (year 2007), Truck Traffic: 16%, Average Future Daily Traffic: 56,244 (year 2027), Design Load: HS 20, Features Intersected: SHADES CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 214.337, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $3,027,000, Roadway Improvement Cost: $303,000, Total Project Cost: $4,541,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 12503, Location: I20 & KILGORE MEMORIAL DR (Lat: 33.516667, Lng: -86.683333), Route carried "on" structure: Spur Interstate 20, Year Built: 1981, Status: Open, Structure Length: 11.57m (37.96ft), Average Daily Traffic: 27,490 (year 2007), Truck Traffic: 16%, Average Future Daily Traffic: 28,122 (year 2027), Design Load: HS 20, Features Intersected: KILGORE MEMORIAL DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 215.029, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.6m (70.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to 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: 12.44m (40.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $3,500,000, Roadway Improvement Cost: $350,000, Total Project Cost: $5,250,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 12504, Location: I20 & KILGORE MEMORIAL DR (Lat: 33.516667, Lng: -86.683333), Route carried "on" structure: Interstate 20, Year Built: 1981, Status: Open, Structure Length: 11.11m (36.45ft), Average Daily Traffic: 27,490 (year 2007), Truck Traffic: 16%, Average Future Daily Traffic: 28,122 (year 2027), Design Load: HS 20, Features Intersected: KILGORE MEMORIAL DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 215.029, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.5m (57.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.98m (39.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $2,736,000, Roadway Improvement Cost: $274,000, Total Project Cost: $4,104,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 12505, Location: OLD LEEDS RD & I20 (Lat: 33.549444, Lng: -86.661667), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 1,800 (year 2001), Truck Traffic: 3%, Average Future Daily Traffic: 2,600 (year 2026), Design Load: HS 20, Features Intersected: I 20, Facility Carried by Structure: OLD LEEDS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 27.7m (90.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.45m (34.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $3,775,000, Roadway Improvement Cost: $378,000, Total Project Cost: $5,663,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 12538, Location: US 78 & I459 (Lat: 33.533333, Lng: -86.633333), Route carried "on" structure: US 78, Year Built: 1981, Status: Open, Structure Length: 17.74m (58.20ft), Average Daily Traffic: 4,300 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 4,317 (year 2027), Design Load: HS 20, Features Intersected: I 459 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 175.325, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 53.3m (174.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Deck: 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.42m (60.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $3,262,000, Roadway Improvement Cost: $326,000, Total Project Cost: $4,893,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 12539, Location: US 78 & I459 (Lat: 33.533333, Lng: -86.633333), Route carried "on" structure: US 78, Year Built: 1981, Status: Open, Structure Length: 17.74m (58.20ft), Average Daily Traffic: 4,300 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 4,317 (year 2027), Design Load: HS 20, Features Intersected: I459 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 175.325, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 53.3m (174.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.42m (60.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $3,189,000, Roadway Improvement Cost: $319,000, Total Project Cost: $4,784,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 12677, Location: KILGORE MEM. DRIVE (Lat: 33.533333, Lng: -86.683333), Route carried "on" structure: US 78, Year Built: 1955, Year Reconstructed: 1982, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 25,070 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 25,420 (year 2027), Design Load: HS 20, Features Intersected: SHADES CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 169.408, Lanes on structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft) 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $2,880,000, Roadway Improvement Cost: $288,000, Total Project Cost: $4,320,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 12717, Location: I459 & BELMONT ROAD (Lat: 33.532222, Lng: -86.670556), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 800 (year 2001), Truck Traffic: 1%, Average Future Daily Traffic: 1,000 (year 2026), Design Load: HS 20, Features Intersected: I459, Facility Carried by Structure: BELMONT ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: 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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 12.59m (41.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $1,799,000, Roadway Improvement Cost: $180,000, Total Project Cost: $2,699,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 12914, Location: I459 & KARL DALY ROAD (Lat: 33.536944, Lng: -86.651944), Route carried "on" structure: Interstate 459, Year Built: 1983, Status: Open, Structure Length: 6.27m (20.57ft), Average Daily Traffic: 38,415 (year 2007), Truck Traffic: 14%, Average Future Daily Traffic: 40,758 (year 2027), Design Load: HS 20, Features Intersected: KARL DALY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.220, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 27.7m (90.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to 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: 7.30m (23.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $2,637,000, Roadway Improvement Cost: $264,000, Total Project Cost: $3,956,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 12915, Location: I459 & KARL DALY ROAD (Lat: 33.551389, Lng: -86.640833), Route carried "on" structure: Interstate 459, Year Built: 1983, Status: Open, Structure Length: 6.27m (20.57ft), Average Daily Traffic: 38,415 (year 2007), Truck Traffic: 14%, Average Future Daily Traffic: 40,758 (year 2027), Design Load: HS 20, Features Intersected: KARL DALY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.220, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 27.7m (90.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.30m (23.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $2,637,000, Roadway Improvement Cost: $264,000, Total Project Cost: $3,956,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 13157, Location: I20 I459 INTR (Lat: 33.533889, Lng: -86.634722), Route carried "on" structure: Interstate 459, Year Built: 1984, Status: Open, Structure Length: 24.60m (80.71ft), Average Daily Traffic: 38,415 (year 2007), Truck Traffic: 14%, Average Future Daily Traffic: 40,758 (year 2027), Design Load: HS 20, Features Intersected: I20 Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 47.001, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 51.8m (169.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 24.60m (80.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $5,732,000, Roadway Improvement Cost: $573,000, Total Project Cost: $8,598,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 13158, Location: I20 I459 INTR (Lat: 33.560833, Lng: -86.647778), Route carried "on" structure: Interstate 459, Year Built: 1984, Status: Open, Structure Length: 24.84m (81.50ft), Average Daily Traffic: 38,415 (year 2007), Truck Traffic: 14%, Average Future Daily Traffic: 40,758 (year 2027), Design Load: HS 20, Features Intersected: I20 Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 47.001, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 51.8m (169.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 24.84m (81.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $5,788,000, Roadway Improvement Cost: $579,000, Total Project Cost: $8,682,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 13169, Location: I459/I20 INTERCHANGE (Lat: 33.533333, Lng: -86.633333), Route carried "on" structure: Interstate 20, Year Built: 1984, Status: Open, Structure Length: 16.46m (54.00ft), Average Daily Traffic: 27,190 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 27,815 (year 2027), Design Load: HS 20, Features Intersected: I-459* Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 220.493, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to 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: 17.20m (56.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $3,960,000, Roadway Improvement Cost: $396,000, Total Project Cost: $5,940,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1317, Location: I-20 & I-459 INTR. (Lat: 33.550556, Lng: -86.660833), Route carried "on" structure: Interstate 20, Year Built: 1984, Status: Open, Structure Length: 16.46m (54.00ft), Average Daily Traffic: 27,190 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 27,815 (year 2027), Design Load: HS 20+Mod, Features Intersected: I-459 * Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 220.493, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 40.8 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to 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: 17.20m (56.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $4,028,000, Roadway Improvement Cost: $403,000, Total Project Cost: $6,042,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 13171, Location: I-20 & I459 INTR. (Lat: 33.533333, Lng: -86.633333), Route carried "on" structure: Ramp Interstate 20, Year Built: 1984, Status: Open, Structure Length: 27.28m (89.50ft), Average Daily Traffic: 5,438 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 5,563 (year 2027), Design Load: HS 20, Features Intersected: I-20 & I-459, Facility Carried by Structure: RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 220.493, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 55.5m (182.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 27.27m (89.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $4,720,000, Roadway Improvement Cost: $472,000, Total Project Cost: $7,080,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 13172, Location: I 20/ I459 INTERCHANGE (Lat: 33.533333, Lng: -86.633333), Route carried "on" structure: Ramp Interstate 20, Year Built: 1984, Status: Open, Structure Length: 27.28m (89.50ft), Average Daily Traffic: 5,438 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 5,563 (year 2027), Design Load: HS 20, Features Intersected: I 20 & I 459 *, Facility Carried by Structure: RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 220.496, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 55.5m (182.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 27.27m (89.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $4,720,000, Roadway Improvement Cost: $472,000, Total Project Cost: $7,080,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 12307, Location: GRANTS MILL ROAD (Lat: 33.531389, Lng: -86.655556), Route carried "under" structure: Interstate 459, Year Built: 1980, Structure Length: 11.08m (36.35ft), Average Daily Traffic: 77,540 (year 2007), Truck Traffic: 14%, Features Intersected: I-459, Facility Carried by Structure: GRANTS MILL RD Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 43.227, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft) Find on map >>
Structure Number: 12505, Location: I20 & OLD LEEDS RD (Lat: 33.549444, Lng: -86.661667), Route carried "under" structure: Interstate 20, Year Built: 1981, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 51,320 (year 2007), Truck Traffic: 17%, Features Intersected: I-20, Facility Carried by Structure: OLD LEEDS RD Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 218.977, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 27.4m (89.9ft) Find on map >>
Structure Number: 12538, Location: I 459 & U.S. 78 (Lat: 33.533333, Lng: -86.633333), Route carried "under" structure: Interstate 459, Year Built: 1981, Structure Length: 17.74m (58.20ft), Average Daily Traffic: 60,450 (year 2007), Truck Traffic: 12%, Features Intersected: I-459, Facility Carried by Structure: US 78 Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 47.683, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 53.3m (174.9ft) Find on map >>
Structure Number: 12539, Location: I 459 & U.S. 78 (Lat: 33.533333, Lng: -86.633333), Route carried "under" structure: Interstate 459, Year Built: 1981, Structure Length: 17.74m (58.20ft), Average Daily Traffic: 60,450 (year 2007), Truck Traffic: 12%, Features Intersected: I-459, Facility Carried by Structure: US 78 Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 47.555, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 53.3m (174.9ft) Find on map >>
Structure Number: 12717, Location: I459 & BELMONT ROAD (Lat: 33.532222, Lng: -86.670556), Route carried "under" structure: Interstate 459, Year Built: 1982, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 77,540 (year 2007), Truck Traffic: 14%, Features Intersected: I-459, Facility Carried by Structure: BELMONT ROAD Minimum Vertical Clearance: 7.53m (24.70ft), Kilometerpoint: 43.097, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft) Find on map >>
Structure Number: 12914, Location: I459 & KARL DALY ROAD (Lat: 33.536944, Lng: -86.651944), Route carried "under" structure: Alternate County highway , Year Built: 1983, Structure Length: 6.27m (20.57ft), Average Daily Traffic: 700 (year 2002), Truck Traffic: 2%, Features Intersected: KARL DALY ROAD, Facility Carried by Structure: I459 Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 28.258, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft) Find on map >>
Structure Number: 12915, Location: I459 & KARL DALY ROAD (Lat: 33.551389, Lng: -86.640833), Route carried "under" structure: Alternate County highway , Year Built: 1983, Structure Length: 6.27m (20.57ft), Average Daily Traffic: 700 (year 2001), Truck Traffic: 2%, Features Intersected: KARL DALY ROAD, Facility Carried by Structure: I459 Minimum Vertical Clearance: 7.42m (24.34ft), Kilometerpoint: 28.258, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft) Find on map >>
Structure Number: 13157, Location: I 459 & I 20 INTERCHANGE (Lat: 33.533889, Lng: -86.634722), Route carried "under" structure: Interstate 20, Year Built: 1984, Structure Length: 24.60m (80.71ft), Average Daily Traffic: 54,380 (year 2007), Truck Traffic: 17%, Features Intersected: I 20, Facility Carried by Structure: I459 Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 220.491, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.8m (169.9ft) Find on map >>
Structure Number: 13157, Location: I459/I20 INTERCHANGE (Lat: 33.533889, Lng: -86.634722), Route carried "under" structure: Ramp Interstate 20, Year Built: 1984, Structure Length: 24.60m (80.71ft), Average Daily Traffic: 5,438 (year 2007), Truck Traffic: 17%, Features Intersected: RAMP, Facility Carried by Structure: I459 Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 220.495, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.8m (169.9ft) Find on map >>
Structure Number: 13158, Location: I-459 & I20 INTR. (Lat: 33.560833, Lng: -86.647778), Route carried "under" structure: Interstate 20, Year Built: 1984, Structure Length: 24.84m (81.50ft), Average Daily Traffic: 54,380 (year 2007), Truck Traffic: 17%, Features Intersected: I-20, Facility Carried by Structure: I459 Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 220.493, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.8m (169.9ft) Find on map >>
Structure Number: 13158, Location: I-459 & I-20 INTR. (Lat: 33.560833, Lng: -86.647778), Route carried "under" structure: Ramp Interstate 20, Year Built: 1984, Structure Length: 24.84m (81.50ft), Average Daily Traffic: 6,312 (year 2007), Truck Traffic: 14%, Features Intersected: I-459 & I20, Facility Carried by Structure: I459 Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 210.765, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.8m (169.9ft) Find on map >>
Structure Number: 13169, Location: I-20/I-459 INTERCHANGE (Lat: 33.533333, Lng: -86.633333), Route carried "under" structure: Ramp Interstate 20, Year Built: 1984, Structure Length: 16.46m (54.00ft), Average Daily Traffic: 5,438 (year 2007), Truck Traffic: 17%, Features Intersected: I-20 & I 459 * Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 220.493, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft) Find on map >>
Structure Number: 1317, Location: I-20/I-459 INTERCHANGE (Lat: 33.550556, Lng: -86.660833), Route carried "under" structure: Ramp Interstate 20, Year Built: 1984, Structure Length: 16.46m (54.00ft), Average Daily Traffic: 5,438 (year 2007), Truck Traffic: 17%, Features Intersected: I-20 & I-459 * Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 220.493, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft) Find on map >>
Structure Number: 13171, Location: I-20/I-459 INTERCHANGE (Lat: 33.533333, Lng: -86.633333), Route carried "under" structure: Interstate 459, Year Built: 1984, Structure Length: 27.28m (89.50ft), Average Daily Traffic: 76,830 (year 2007), Truck Traffic: 14%, Features Intersected: RAMP C, Facility Carried by Structure: RAMP Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 4.704, Lanes on structure: 2, Lanes under structure: 14, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 55.5m (182.1ft) Find on map >>
Structure Number: 13171, Location: I-20 & I-459 INTR. (Lat: 33.533333, Lng: -86.633333), Route carried "under" structure: Interstate 459, Year Built: 1984, Structure Length: 27.28m (89.50ft), Average Daily Traffic: 76,830 (year 2007), Truck Traffic: 14%, Features Intersected: I-20 *, Facility Carried by Structure: RAMP Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 4.704, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 55.5m (182.1ft) Find on map >>
Structure Number: 13171, Location: I-20 & I-459 INTR. (Lat: 33.533333, Lng: -86.633333), Route carried "under" structure: Interstate 20, Year Built: 1984, Structure Length: 27.28m (89.50ft), Average Daily Traffic: 63,120 (year 2007), Truck Traffic: 14%, Features Intersected: I-459 *, Facility Carried by Structure: RAMP Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 210.765, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 55.5m (182.1ft) Find on map >>
Structure Number: 13171, Location: I-20 & I-459 INTR. (Lat: 33.533333, Lng: -86.633333), Route carried "under" structure: Ramp Interstate 20, Year Built: 1984, Structure Length: 27.28m (89.50ft), Average Daily Traffic: 5,438 (year 2007), Truck Traffic: 17%, Features Intersected: I-20 & I-459 *, Facility Carried by Structure: RAMP Minimum Vertical Clearance: 5.87m (19.26ft), Kilometerpoint: 220.499, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 55.5m (182.1ft) Find on map >>
Structure Number: 13172, Location: I-20/I-59 INTERCHANGE (Lat: 33.533333, Lng: -86.633333), Route carried "under" structure: Interstate 459, Year Built: 1984, Structure Length: 27.28m (89.50ft), Average Daily Traffic: 76,830 (year 2007), Truck Traffic: 14%, Features Intersected: RAMP D, Facility Carried by Structure: RAMP Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 4.704, Lanes on structure: 2, Lanes under structure: 14, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 55.5m (182.1ft) Find on map >>
Structure Number: 13172, Location: I-20 / I-459 INTR. (Lat: 33.533333, Lng: -86.633333), Route carried "under" structure: Interstate 459, Year Built: 1984, Structure Length: 27.28m (89.50ft), Average Daily Traffic: 76,830 (year 2007), Truck Traffic: 14%, Features Intersected: I-20 *, Facility Carried by Structure: RAMP Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 4.704, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 55.5m (182.1ft) Find on map >>
Structure Number: 13172, Location: I-20 / I-459 (Lat: 33.533333, Lng: -86.633333), Route carried "under" structure: Interstate 20, Year Built: 1984, Structure Length: 27.28m (89.50ft), Average Daily Traffic: 54,380 (year 2007), Truck Traffic: 17%, Features Intersected: I-459 *, Facility Carried by Structure: RAMP Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 220.501, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 55.5m (182.1ft) Find on map >>
Structure Number: 13172, Location: I-20 & I-459 INTR. (Lat: 33.533333, Lng: -86.633333), Route carried "under" structure: Ramp Interstate 20, Year Built: 1984, Structure Length: 27.28m (89.50ft), Average Daily Traffic: 5,438 (year 2007), Truck Traffic: 17%, Features Intersected: I-20 & I-459 *, Facility Carried by Structure: RAMP Minimum Vertical Clearance: 5.87m (19.26ft), Kilometerpoint: 220.503, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 55.5m (182.1ft) Discuss this city on our hugely popular Alabama forum Back to: Irondale, AL, Alabama, All US cities.
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