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Bridge Statistics for Dadeville, Alabama (AL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Dadeville, AL, Alabama, Alabama forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 12 Total length: 50 meters (164ft) Total costs: $15,341,000 Total average daily traffic: 27,448 Total average daily truck traffic: 2,782 Total future (year 2026) average daily traffic: 29,871 National Bridge Inventory (NBI) Registered Bridges for Dadeville
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 138, Location: DADEVILLE (Lat: 32.833333, Lng: -85.766667), Route carried "on" structure: City street , Year Built: 1920, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 175 (year 2008), Average Future Daily Traffic: 250 (year 2028), Design Load: H 10, Features Intersected: BRANCH, Facility Carried by Structure: DADE STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.2m (17.1ft) Condition: Deck: Poor, Superstructure: Serious, Substructure: Poor, Channel: Poor, 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: Meets minimum limits, 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: 1.88m (6.17ft), Designated Inspection Frequency: Every 3 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: November 2007, Other Special Inspection Date: Febuary 2008, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $13,000, Total Project Cost: $192,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 3034, Location: DADEVILLE (Lat: 32.850000, Lng: -85.766667), Route carried "on" structure: City street , Year Built: 1947, Status: Posted for load, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 130 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 180 (year 2028), Design Load: H 15, Features Intersected: BUCK CREEK, Facility Carried by Structure: EAGLE CREEK RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.999, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.1m (23.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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: 0.1 - 9.9% below), Length Of Structure Improvement: 3.58m (11.75ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $331,000, Roadway Improvement Cost: $33,000, Total Project Cost: $496,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 10303, Location: E LAFAYETTE ST (Lat: 32.833333, Lng: -85.750000), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 750 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 950 (year 2026), Design Load: H 20, Features Intersected: C OF G RAILROAD, Facility Carried by Structure: CITY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.500, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 30.8 metric tons, Inventory Rating: 22.7 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: 6.66m (21.85ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $1,111,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,666,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 11448, Location: .5 MI N JCT US 280 (Lat: 32.833333, Lng: -85.766667), Route carried "on" structure: State highway 49, Year Built: 1976, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 2,160 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 2,218 (year 2027), Design Load: HS 20, Features Intersected: BUCK CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.506, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.36m (7.74ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $881,000, Roadway Improvement Cost: $88,000, Total Project Cost: $1,321,000 ( Estimate for 2008) Find on map >>
Structure Number: 11528, Location: CITY OF DADEVILLE (Lat: 33.816667, Lng: -85.733333), Route carried "on" structure: City street , Year Built: 1927, Year Reconstructed: 1976, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 1,850 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 2,667 (year 2026), Design Load: H 15, Features Intersected: CHATTASOFKA CREEK, Facility Carried by Structure: E SOUTH ST(OLD 280 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.799, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.9m (45.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 22.7 metric tons, Inventory Rating: 17.1 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.64m (21.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $1,203,000, Roadway Improvement Cost: $120,000, Total Project Cost: $1,804,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 13922, Location: DADEVILLE (Lat: 32.800000, Lng: -85.750000), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 138 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 205 (year 2026), Design Load: H 20, Features Intersected: CHATTASOFKA CREEK, Facility Carried by Structure: HERREN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.800, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 74.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 6.19m (20.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $661,000, Roadway Improvement Cost: $66,000, Total Project Cost: $991,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1451, Location: WEST LAFAYETTE ST. (Lat: 32.816667, Lng: -85.766667), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 575 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 854 (year 2027), Design Load: HS 20+Mod, Features Intersected: BUCK CREEK, Facility Carried by Structure: CITY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.900, 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: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.03m (6.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $277,000, Roadway Improvement Cost: $28,000, Total Project Cost: $416,000 ( Estimate for 2008) Find on map >>
Structure Number: 1489, Location: CITY OF DADEVILLE (Lat: 32.816667, Lng: -85.733333), Route carried "on" structure: US 280, Year Built: 1989, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 4,845 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 5,029 (year 2027), Design Load: HS 20+Mod, Features Intersected: CHATTASOFKA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 133.963, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 40.8 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.44m (24.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $1,270,000, Roadway Improvement Cost: $127,000, Total Project Cost: $1,905,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 14891, Location: CITY OF DADEVILLE (Lat: 32.816667, Lng: -85.733333), Route carried "on" structure: US 280, Year Built: 1989, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 4,845 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 5,029 (year 2027), Design Load: HS 20+Mod, Features Intersected: CHATTASOFKA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 133.963, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 40.8 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.44m (24.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $1,270,000, Roadway Improvement Cost: $127,000, Total Project Cost: $1,905,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 15421, Location: DADEVILLE (Lat: 32.816667, Lng: -85.783333), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 490 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 725 (year 2027), Design Load: HS 20+Mod, Features Intersected: BUCK CREEK, Facility Carried by Structure: OLD SUZANNA Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.099, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 43.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $549,000, Roadway Improvement Cost: $55,000, Total Project Cost: $824,000 ( Estimate for 2008) Find on map >>
Structure Number: 18648, Location: .1 MI W JCT SR49 (Lat: 32.849444, Lng: -85.784167), Route carried "on" structure: US 280, Year Built: 2005, Status: Open, Structure Length: 6.60m (21.65ft), Average Daily Traffic: 5,745 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 5,882 (year 2027), Design Load: HS 20, Features Intersected: BUCK CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 128.970, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.0m (72.2ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 79.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.63m (25.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $1,272,000, Roadway Improvement Cost: $127,000, Total Project Cost: $1,908,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 18659, Location: 0.1 MI W SR 49 (Lat: 32.848056, Lng: -85.806944), Route carried "on" structure: US 280, Year Built: 2002, Status: Open, Structure Length: 6.60m (21.65ft), Average Daily Traffic: 5,745 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 5,882 (year 2027), Design Load: HS 20, Features Intersected: BUCK CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 128.970, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.0m (72.2ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.63m (25.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $1,275,000, Roadway Improvement Cost: $128,000, Total Project Cost: $1,913,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Discuss this city on our hugely popular Alabama forum Back to: Dadeville, AL, Alabama, All US cities.
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