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Bridge Statistics for Hayneville, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 11Number of bridges
  • 95ft / 29.4mTotal length
  • $11,198,000Total costs
  • 20,385Total average daily traffic
  • 719Total average daily truck traffic
  • 25,905Total future (year 2030) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Hayneville
  • No street view available for this location

New bridges in Hayneville, AL - historical statistics
  • New bridges - historical statistics
  • 51940-1949
  • 11950-1959
  • 51980-1989
Average Bridge Daily Traffic in Hayneville, AL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 25.0%Good
  • 75.0%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 50.0%Good
  • 50.0%Satisfactory
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 50.0%Good
  • 50.0%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 9.1%Very good
  • 36.4%Good
  • 18.2%Satisfactory
  • 36.4%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 14.3%Very good
  • 42.9%Good
  • 42.9%Satisfactory
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Structure Number: 2325,  Location: 2.2 MI.N.OF HAYNEVILLE (Lat: 32.208911,  Lng: -86.553125),  Route carried "on" structure: State highway 21,  Year Built: 1940,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 3,500 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,365 (year 2033),  Design Load: H 15,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 197.980,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 57.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $330,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $363,000 ( Estimate for 2022)
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Structure Number: 2441,  Location: 3.7MI.NOF LETAHATCHEE (Lat: 32.154244,  Lng: -86.539211),  Route carried "on" structure: State highway 97,  Year Built: 1940,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 960 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,285 (year 2033),  Design Load: H 15,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.992,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 87.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.41m (4.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $423,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $465,000 ( Estimate for 2022)
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Structure Number: 2442,  Location: 2.0MILESSOUTHOFAL.#21 (Lat: 32.162686,  Lng: -86.558622),  Route carried "on" structure: State highway 97,  Year Built: 1940,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 960 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,285 (year 2033),  Design Load: H 15,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.068,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 38.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.08m (10.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $549,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $604,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2443,  Location: 1.2 MI.S.OF AL 21 (Lat: 32.168333,  Lng: -86.566667),  Route carried "on" structure: State highway 97,  Year Built: 1940,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 960 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,285 (year 2033),  Design Load: H 15,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.112,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.7 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: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $330,000 ( Estimate for 2022)
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Structure Number: 2444,  Location: 0.7 MI.N.OF AL 21 (Lat: 32.192922,  Lng: -86.583417),  Route carried "on" structure: State highway 97,  Year Built: 1940,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,510 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,022 (year 2033),  Design Load: H 15,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.331,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 1.41m (4.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $488,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $537,000 ( Estimate for 2022)
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Structure Number: 6269,  Location: 1 MI SOUTH OF AL 21 (Lat: 32.130808,  Lng: -86.603561),  Route carried "on" structure: County highway 33,  Year Built: 1958,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 480 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 650 (year 2030),  Design Load: H 15,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County 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: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $291,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $320,000 ( Estimate for 2022)
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Structure Number: 12774,  Location: 0.1 MI. N. COUNTY RD2. (Lat: 32.161169,  Lng: -86.604356),  Route carried "on" structure: State highway 21,  Year Built: 1982,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 3,930 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,901 (year 2033),  Design Load: HS 20,  Features Intersected: BIG SWAMP CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 190.366,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 75.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Underwater Inspection Date: May 2020,  Bridge Improvement Cost: $1,786,000,  Roadway Improvement Cost: $179,000,  Total Project Cost: $1,965,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12775,  Location: .3 MI N OF COUNTY RD.2 (Lat: 32.163317,  Lng: -86.602267),  Route carried "on" structure: State highway 21,  Year Built: 1982,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 3,930 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,901 (year 2033),  Design Load: HS 20,  Features Intersected: BIG SWAMP CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 190.678,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 73.4 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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.26m (23.82ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Underwater Inspection Date: May 2020,  Bridge Improvement Cost: $2,091,000,  Roadway Improvement Cost: $209,000,  Total Project Cost: $2,300,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12776,  Location: 1 MI N OF COUNTY RD 2 (Lat: 32.172067,  Lng: -86.595653),  Route carried "on" structure: State highway 21,  Year Built: 1982,  Status: Open,  Structure Length: 10.27m (33.69ft),  Average Daily Traffic: 3,930 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,901 (year 2033),  Design Load: HS 20,  Features Intersected: BIG SWAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 191.816,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 8,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 11.19m (36.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $3,222,000,  Roadway Improvement Cost: $322,000,  Total Project Cost: $3,544,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14093,  Location: 3 MI NORTH OF AL 21 (Lat: 32.209283,  Lng: -86.613978),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 115 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 160 (year 2035),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: STREETY RD 21TO 8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 67.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.44m (4.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $350,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $385,000 ( Estimate for 2022)
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Structure Number: 14103,  Location: 4 MI NORTH OF AL 21 (Lat: 32.211706,  Lng: -86.625783),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 110 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 150 (year 2035),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: STREETY RD 21 TO8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 52.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.44m (4.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $350,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $385,000 ( Estimate for 2022)
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