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Bridge Statistics for Northport, Alabama (AL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Northport, AL, Alabama, Alabama forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 32 Total length: 462 meters (1,516ft) Total costs: $86,279,000 Total average daily traffic: 332,112 Total average daily truck traffic: 15,266 National Bridge Inventory (NBI) Registered Bridges for Northport
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 257, Location: 0.2 MI SE OF JCT US NO 82 (Lat: 33.216667, Lng: -87.616667), Route carried "on" structure: City street 37, Year Built: 1941, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 200 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 325 (year 2026), Design Load: HS 20, Features Intersected: GM&O RR OVERPASS, Facility Carried by Structure: OLD COLUMBUS ROAD 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: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft) Condition: Deck: Satisfactory, 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.91m (22.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $576,000, Roadway Improvement Cost: $58,000, Total Project Cost: $864,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5467, Location: 0.6 MI W US 43 (Lat: 33.233333, Lng: -87.600000), Route carried "on" structure: US 82, Year Built: 1956, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 26,310 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 26,888 (year 2027), Design Load: HS 20, Features Intersected: HARGROVE MILL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.065, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 89.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $930,000, Roadway Improvement Cost: $93,000, Total Project Cost: $1,395,000 ( Estimate for 2008) Find on map >>
Structure Number: 7642, Location: 0.1 MI W JCT HUNTERCK RD (Lat: 33.233333, Lng: -87.550000), Route carried "on" structure: US 82, Year Built: 1962, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 35,050 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 35,680 (year 2027), Design Load: H 15, Features Intersected: CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 75.702, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.53m (8.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $1,374,000, Roadway Improvement Cost: $137,000, Total Project Cost: $2,061,000 ( Estimate for 2008) Find on map >>
Structure Number: 7643, Location: 0.1 MI E JCT HUNTERCK RD (Lat: 33.233333, Lng: -87.550000), Route carried "on" structure: US 82, Year Built: 1962, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 35,050 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 35,680 (year 2027), Design Load: H 15, Features Intersected: TWO MILE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 75.901, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.5m (11.5ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $951,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,426,000 ( Estimate for 2008) Find on map >>
Structure Number: 10773, Location: TUSCALOOSA (Lat: 33.200000, Lng: -87.566667), Route carried "on" structure: US 43, Year Built: 1973, Status: Open, Structure Length: 86.47m (283.69ft), Average Daily Traffic: 60,300 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 61,686 (year 2027), Design Load: HS 20, Features Intersected: RIVER RD,MN AV,WARRIOR R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 313.841, Lanes on structure: 6, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 15.2m (49.9ft), Horizontal Clearance: 75.6m (248.0ft)), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 25, Length of Maximum Span: 79.2m (259.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 25.4m (83.3ft), Out-to-Out Width: 27.7m (90.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 86.47m (283.69ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2006, Critical Feature Inspection Date: June 2007, Underwater Inspection Date: August 2006, Other Special Inspection Date: June 2007, Bridge Improvement Cost: $31,237,000, Roadway Improvement Cost: $3,124,000, Total Project Cost: $46,856,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 11255, Location: NORTHPORT (Lat: 33.216667, Lng: -87.566667), Route carried "on" structure: US 43, Year Built: 1974, Status: Open, Structure Length: 8.01m (26.28ft), Average Daily Traffic: 30,150 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 48,865 (year 2025), Design Load: HS 20, Features Intersected: 5TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 314.950, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.02m (29.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $1,575,000, Roadway Improvement Cost: $158,000, Total Project Cost: $2,363,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 11256, Location: NORTHPORT (Lat: 33.216667, Lng: -87.566667), Route carried "on" structure: US 43, Year Built: 1974, Status: Open, Structure Length: 8.01m (26.28ft), Average Daily Traffic: 30,150 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 49,185 (year 2025), Design Load: HS 20, Features Intersected: 5TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 314.950, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.02m (29.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $1,575,000, Roadway Improvement Cost: $158,000, Total Project Cost: $2,363,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 11597, Location: 0.1 MI W US 82 BYPASS (Lat: 33.383333, Lng: -87.550000), Route carried "on" structure: City street , Year Built: 1976, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 3,700 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 5,000 (year 2026), Features Intersected: CREEK, Facility Carried by Structure: HUNTER CREEK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.8m (25.6ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Serious, Channel: Satisfactory, Operating Rating: 15.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 3 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $201,000, Roadway Improvement Cost: $20,000, Total Project Cost: $301,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 12143, Location: 0.8 MI W US 82 (Lat: 33.366667, Lng: -87.383333), Route carried "on" structure: County highway 47, Year Built: 1979, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 7,500 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 10,000 (year 2026), Design Load: H 15, Features Intersected: TWO MILE CREEK, Facility Carried by Structure: MLK BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.63m (15.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $495,000, Roadway Improvement Cost: $50,000, Total Project Cost: $743,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 13888, Location: 0.2 MI W US 82 BYPASS (Lat: 33.383333, Lng: -87.550000), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 1,800 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 3,000 (year 2026), Design Load: HS 15, Features Intersected: TWO MILE CREEK, Facility Carried by Structure: HUNTER CREEK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 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: Good, Operating Rating: 32.7 metric tons, Inventory Rating: 24.5 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.69m (12.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $472,000, Roadway Improvement Cost: $47,000, Total Project Cost: $708,000 ( Estimate for 2008) Find on map >>
Structure Number: 13977, Location: 0.1 MI N JCT US 82 (Lat: 33.233333, Lng: -87.566667), Route carried "on" structure: State highway 69, Year Built: 1986, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 19,510 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 28,360 (year 2025), Design Load: HS 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 239.215, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.2m (76.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.11m (16.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $1,540,000, Roadway Improvement Cost: $154,000, Total Project Cost: $2,310,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 14049, Location: 3.8 MI NW OF JCT ALA 43 (Lat: 33.266667, Lng: -87.633333), Route carried "on" structure: County highway 123, Year Built: 1900, Year Reconstructed: 1987, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 120 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 150 (year 2026), Design Load: H 15, Features Intersected: MILL CREEK, Facility Carried by Structure: DEASON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Serious, Channel: Satisfactory, Operating Rating: 2.7 metric tons, Inventory Rating: 1.8 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 3 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $99,000, Roadway Improvement Cost: $10,000, Total Project Cost: $149,000 ( Estimate for 2008), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 14196, Location: 0.2 MI E JCT AL 69 (Lat: 33.250000, Lng: -87.566667), Route carried "on" structure: County highway 62, Year Built: 1987, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,500 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 3,500 (year 2026), Design Load: HS 20, Features Intersected: TWO MILE CREEK, Facility Carried by Structure: UNION CHAPEL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.5m (4.9ft) 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $246,000, Roadway Improvement Cost: $25,000, Total Project Cost: $369,000 ( Estimate for 2008) Find on map >>
Structure Number: 14727, Location: 3.1 MI NW OF JCT ALA N 43 (Lat: 33.266667, Lng: -87.616667), Route carried "on" structure: County highway 122, Year Built: 1959, Year Reconstructed: 1989, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 120 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 150 (year 2026), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: HARPER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.03m (6.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $130,000, Roadway Improvement Cost: $13,000, Total Project Cost: $195,000 ( Estimate for 2008), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 14831, Location: 0.2 MI N US#82 BYPASS (Lat: 33.383333, Lng: -87.566667), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,600 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 2,300 (year 2026), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: 9TH AVENUE Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Out-to-Out Width: 23.8m (78.1ft) 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: Better than 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: Febuary 2008, Bridge Improvement Cost: $375,000, Roadway Improvement Cost: $38,000, Total Project Cost: $563,000 ( Estimate for 2008) Find on map >>
Structure Number: 14922, Location: 4.0 MI N JCT US 82 (Lat: 33.283333, Lng: -87.566667), Route carried "on" structure: State highway 69, Year Built: 1989, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 10,850 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 16,170 (year 2025), Design Load: HS 20, Features Intersected: CARROLL'S CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 245.250, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.51m (21.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $1,520,000, Roadway Improvement Cost: $152,000, Total Project Cost: $2,280,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 15713, Location: 1.6 MI SE OF HWY 82 (Lat: 33.216667, Lng: -87.583333), Route carried "on" structure: County highway 4, Year Built: 1992, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 8,800 (year 2003), Truck Traffic: 10%, Average Future Daily Traffic: 12,000 (year 2026), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: FIFTH STREET 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: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.6 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.11m (16.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $619,000, Roadway Improvement Cost: $62,000, Total Project Cost: $929,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1759, Location: .5 MI. N OF US 82 (Lat: 33.233333, Lng: -87.550000), Route carried "on" structure: County highway 111, Year Built: 1999, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 15 (year 2002), Average Future Daily Traffic: 20 (year 2022), Design Load: H 20, Features Intersected: BRANCH, Facility Carried by Structure: DOLLAR DRIVE Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.010, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.2m (17.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 30.9 metric tons, Inventory Rating: 22.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $115,000, Roadway Improvement Cost: $12,000, Total Project Cost: $173,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 17853, Location: 3.5 MI NORTH US 82 (Lat: 33.266667, Lng: -87.633333), Route carried "on" structure: County highway 56, Year Built: 2002, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 1,000 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 2,000 (year 2026), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: ROSE BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.3m (66.6ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.51m (21.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $1,721,000, Roadway Improvement Cost: $172,000, Total Project Cost: $2,581,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 17854, Location: .5 MI. WEST AL. HWY. 43 (Lat: 33.300000, Lng: -87.600000), Route carried "on" structure: County highway 56, Year Built: 2002, Status: Open, Structure Length: 9.19m (30.15ft), Average Daily Traffic: 1,000 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 1,250 (year 2023), Design Load: HS 20, Features Intersected: CARROLL CREEK, Facility Carried by Structure: ROSE BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.3m (66.6ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.14m (33.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $2,681,000, Roadway Improvement Cost: $268,000, Total Project Cost: $4,021,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 18092, Location: 2.0 MI N JCT SR 171 (Lat: 33.283333, Lng: -87.583333), Route carried "on" structure: US 43, Year Built: 2003, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 11,910 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 12,267 (year 2025), Design Load: HS 20, Features Intersected: CARROLLS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 325.514, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 25.8m (84.6ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 88.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.69m (35.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $3,594,000, Roadway Improvement Cost: $359,000, Total Project Cost: $5,391,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 18314, Location: 1/8 MI. EAST OF HWY 171 (Lat: 33.283333, Lng: -87.616667), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 14.08m (46.19ft), Average Daily Traffic: 1,000 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 1,250 (year 2023), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: ROSE BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.5m (70.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 61.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.87m (48.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $4,169,000, Roadway Improvement Cost: $417,000, Total Project Cost: $6,254,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 19408, Location: 0.3 MI. WEST OF US JCT 43 (Lat: 33.235833, Lng: -87.616944), Route carried "on" structure: County highway 120, Year Built: 2005, Status: Open, Structure Length: 4.28m (14.04ft), Average Daily Traffic: 4,000 (year 2002), Truck Traffic: 10%, Average Future Daily Traffic: 5,605 (year 2022), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: FLATWOODS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Excellent, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.25m (17.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $976,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,464,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 20072, Location: .7 MI S E HWY69 VESTAVIA (Lat: 33.233333, Lng: -87.550000), Route carried "on" structure: City street 301, Year Built: 2008, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 35 (year 2006), Average Future Daily Traffic: 50 (year 2024), Design Load: HS 20, Features Intersected: SUSANS CREEK, Facility Carried by Structure: DOLLAR ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.2m (30.2ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.3m (14.1ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $92,000, Roadway Improvement Cost: $9,000, Total Project Cost: $138,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 20073, Location: .7 MI. SE 69 VESTAVIA HIL (Lat: 33.233333, Lng: -87.550000), Route carried "on" structure: City street 303, Year Built: 2008, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 30 (year 2006), Average Future Daily Traffic: 35 (year 2026), Design Load: HS 20, Features Intersected: SUSANS CREEK, Facility Carried by Structure: HUNTER CK LANE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.3m (14.1ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $89,000, Roadway Improvement Cost: $9,000, Total Project Cost: $134,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 20074, Location: .1 MI. E HUNTER CK ROAD (Lat: 33.233333, Lng: -87.550000), Route carried "on" structure: City street 305, Year Built: 2008, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 85 (year 2006), Average Future Daily Traffic: 90 (year 2024), Design Load: HS 20, Features Intersected: SUSANS CREEK, Facility Carried by Structure: KIRKWOOD DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.7m (25.3ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.3m (14.1ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.48m (4.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $83,000, Roadway Improvement Cost: $8,000, Total Project Cost: $124,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 20075, Location: .1 MI E HUNTER CK ROAD (Lat: 33.233333, Lng: -87.550000), Route carried "on" structure: City street 305, Year Built: 2008, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 85 (year 2006), Average Future Daily Traffic: 90 (year 2024), Design Load: HS 20, Features Intersected: SUSANS CREEK, Facility Carried by Structure: KIRKWOOD DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.7m (25.3ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.3m (14.1ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 43.6 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.48m (4.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $83,000, Roadway Improvement Cost: $8,000, Total Project Cost: $124,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 10773, Location: TUSCALOOSA (Lat: 33.200000, Lng: -87.566667), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 86.47m (283.69ft), Average Daily Traffic: 8,000 (year 2002), Truck Traffic: 4%, Features Intersected: RIVER RD,MN AV,WARRIOR R, Facility Carried by Structure: US 43 Minimum Vertical Clearance: 15.24m (50.00ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 10, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 79.2m (259.8ft) Find on map >>
Structure Number: 10773, Location: TUSCALOOSA (Lat: 33.200000, Lng: -87.566667), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 86.47m (283.69ft), Average Daily Traffic: 2,000 (year 2002), Truck Traffic: 4%, Features Intersected: RIVER RD,MN AV,WARRIOR R, Facility Carried by Structure: US 43 Minimum Vertical Clearance: 3.05m (10.01ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 10, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 79.2m (259.8ft) Find on map >>
Structure Number: 10773, Location: TUSCALOOSA (Lat: 33.200000, Lng: -87.566667), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 86.47m (283.69ft), Average Daily Traffic: 6,000 (year 2002), Truck Traffic: 4%, Features Intersected: RIVER RD,MN AV,WARRIOR R, Facility Carried by Structure: US 43 Minimum Vertical Clearance: 8.23m (27.00ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 10, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 79.2m (259.8ft) Find on map >>
Structure Number: 11255, Location: NORTHPORT (Lat: 33.216667, Lng: -87.566667), Route carried "under" structure: City street , Year Built: 1974, Structure Length: 8.01m (26.28ft), Average Daily Traffic: 11,621 (year 2002), Truck Traffic: 3%, Features Intersected: 5TH STREET, Facility Carried by Structure: US 43 Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft) Find on map >>
Structure Number: 11256, Location: NORTHPORT (Lat: 33.216667, Lng: -87.566667), Route carried "under" structure: City street , Year Built: 1974, Structure Length: 8.01m (26.28ft), Average Daily Traffic: 11,621 (year 2002), Truck Traffic: 3%, Features Intersected: 5TH STREET, Facility Carried by Structure: US 43 Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft) Discuss this city on our hugely popular Alabama forum Back to: Northport, AL, Alabama, All US cities.
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