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Bridge Statistics for Albertville, Alabama (AL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Albertville, AL, Alabama, Alabama forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 12 Total length: 11 meters (36ft) Total costs: $3,874,000 Total average daily traffic: 37,070 Total average daily truck traffic: 2,141 Total future (year 2027) average daily traffic: 39,149 National Bridge Inventory (NBI) Registered Bridges for Albertville
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 284, Location: 0.1 MI E US 431 (Lat: 34.266667, Lng: -86.183333), Route carried "on" structure: City street , Year Built: 1945, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,200 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 2,400 (year 2027), Design Load: H 10, Features Intersected: TURKEY CREEK, Facility Carried by Structure: EAST MAIN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 14.5 metric tons, Inventory Rating: 10.9 metric tons, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $181,000, Roadway Improvement Cost: $18,000, Total Project Cost: $271,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 4135, Location: 0.9 MI N JCT TURNPIKE RD (Lat: 34.233333, Lng: -86.216667), Route carried "on" structure: City street , Year Built: 1951, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 140 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 140 (year 2027), Design Load: H 10, Features Intersected: CREEK, Facility Carried by Structure: WHITESVILLE 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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $122,000, Roadway Improvement Cost: $12,000, Total Project Cost: $183,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 4265, Location: 1.5 MI S JCT US431 & SR75 (Lat: 34.250000, Lng: -86.183333), Route carried "on" structure: US 431, Year Built: 1952, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 28,680 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 29,224 (year 2027), Design Load: H 15, Features Intersected: TURKEY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 459.448, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $623,000, Roadway Improvement Cost: $62,000, Total Project Cost: $934,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 7783, Location: 0.3 MI E SR75 (Lat: 34.233333, Lng: -86.233333), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 150 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 160 (year 2027), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: TURNPIKE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $258,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1075, Location: 0.5 MI S US 431 (Lat: 34.266667, Lng: -86.183333), Route carried "on" structure: City street , Year Built: 1972, Year Reconstructed: 2002, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 625 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 750 (year 2027), Design Load: H 10, Features Intersected: TURKEY CREEK, Facility Carried by Structure: CORBINVILLE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, 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: 2, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 14.5 metric tons, Inventory Rating: 10.9 metric tons, Structural Evaluation: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $196,000, Roadway Improvement Cost: $20,000, Total Project Cost: $294,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 11249, Location: 0.5 MI E SR 75 (Lat: 34.283333, Lng: -86.166667), Route carried "on" structure: City street , Year Built: 1974, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 700 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 800 (year 2027), Design Load: H 10, Features Intersected: TURKEY CREEK, Facility Carried by Structure: COCHRAN AVE. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.3m (17.4ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, 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: 1.50m (4.92ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $12,000, Total Project Cost: $180,000 ( Estimate for 2008), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 11453, Location: 0.4 MI E US 431 (Lat: 34.266667, Lng: -86.183333), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,000 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 1,200 (year 2027), Design Load: H 15, Features Intersected: TURKEY CREEK, Facility Carried by Structure: EAST MCKINNEY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 9.3m (30.5ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 51.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $131,000, Roadway Improvement Cost: $13,000, Total Project Cost: $196,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 12385, Location: 0.8 MI E EDMONDSON ST (Lat: 34.250000, Lng: -86.216667), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 1,550 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 1,800 (year 2027), Design Load: H 15, Features Intersected: LITTLE DRUM CREEK, Facility Carried by Structure: 1/2 SECTION LN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, 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: 9.3m (30.5ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 45.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.25m (7.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $285,000, Roadway Improvement Cost: $29,000, Total Project Cost: $428,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 12601, Location: 1.2 MI E. US431 (Lat: 34.283333, Lng: -86.216667), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 1,150 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 1,330 (year 2027), Design Load: H 15, Features Intersected: DRUM CREEK, Facility Carried by Structure: ROSE RD. 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), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $307,000, Roadway Improvement Cost: $31,000, Total Project Cost: $461,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 13672, Location: 0.2 KM E THOMASON RD. (Lat: 34.266667, Lng: -86.150000), Route carried "on" structure: City street , Year Built: 1985, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 100 (year 2007), Average Future Daily Traffic: 120 (year 2027), Features Intersected: WOLF CREEK, Facility Carried by Structure: WOLF CREEK RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 14.5 metric tons, Inventory Rating: 10.9 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007, Bridge Improvement Cost: $107,000, Roadway Improvement Cost: $11,000, Total Project Cost: $161,000 ( Estimate for 2008), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 16865, Location: 1.0KM W JCT ROSE RD (Lat: 34.283333, Lng: -86.233333), Route carried "on" structure: City street 68, Year Built: 1997, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 600 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 1,000 (year 2027), Design Load: H 10, Features Intersected: DRUM CREEK, Facility Carried by Structure: GEORGE WALLACE DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.5m (21.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 27.1 metric tons, Inventory Rating: 22.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.22m (7.28ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: May 2007, Critical Feature Inspection Date: May 2007, Bridge Improvement Cost: $188,000, Roadway Improvement Cost: $19,000, Total Project Cost: $282,000 ( Estimate for 2008), Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 19671, Location: .70 KM E OF THOMASON RD (Lat: 34.283333, Lng: -86.150000), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 175 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 225 (year 2027), Features Intersected: WOLF CREEK, Facility Carried by Structure: KUYKENDALL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.449, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.9m (9.5ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 14.5 metric tons, Inventory Rating: 10.9 metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $151,000, Roadway Improvement Cost: $15,000, Total Project Cost: $226,000 ( Estimate for 2008), Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular Alabama forum Back to: Albertville, AL, Alabama, All US cities.
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