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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 18
Total length: 147 meters (482ft)
Total costs: $38,736,000
Total average daily traffic: 531,966
Total average daily truck traffic: 70,779
National Bridge Inventory (NBI) Registered Bridges for Fairfield
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New bridges - Historical Statistics

  • 1930-1939: 1
  • 1940-1949: 0
  • 1950-1959: 0
  • 1960-1969: 12
  • 1970-1979: 0
  • 1980-1989: 5

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

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Structure Number: 1322,  Location: TERRACE G & 38 TH ST (Lat: 33.516667,  Lng: -86.903333),  Route carried "on" structure: City street ,  Year Built: 1935,  Status: Posted for load,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 40 (year 2010),  Average Future Daily Traffic: 50 (year 2030),  Design Load: H 10,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: TERRACE G
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.100,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 3.4m (11.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 4.1m (13.5ft),  Out-to-Out Width: 4.7m (15.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 18.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 11,  Other Special Inspection Date: November 11,  Bridge Improvement Cost: $134,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $201,000 ( Estimate for 2012),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 9514,  Location: @ TCI WIRE MILL (Lat: 33.472022,  Lng: -86.931319),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Open,  Structure Length: 9.94m (32.61ft),  Average Daily Traffic: 500 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 900 (year 2032),  Design Load: HS 20,  Features Intersected: I 59/20,  Facility Carried by Structure: MILLSTEAD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 43.5 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 10.86m (35.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 12,  Bridge Improvement Cost: $2,294,000,  Roadway Improvement Cost: $229,000,  Total Project Cost: $3,441,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9517,  Location: I 59 & ARRON ARONOV DR. (Lat: 33.476111,  Lng: -86.926108),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 41,060 (year 2009),  Truck Traffic: 12%,  Average Future Daily Traffic: 81,700 (year 2031),  Design Load: HS 20,  Features Intersected: ARRON ARONOV DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 190.982,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 50.8 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.07m (29.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 11,  Bridge Improvement Cost: $1,916,000,  Roadway Improvement Cost: $192,000,  Total Project Cost: $2,874,000 ( Estimate for 2012),  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9518,  Location: I 59 & ARRON ARONOV DR. (Lat: 33.476111,  Lng: -86.926108),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 41,060 (year 2009),  Truck Traffic: 12%,  Average Future Daily Traffic: 81,700 (year 2031),  Design Load: HS 20,  Features Intersected: ARRON ARONOV DRIVE
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 190.982,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 50.8 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: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.08m (29.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 11,  Bridge Improvement Cost: $1,918,000,  Roadway Improvement Cost: $192,000,  Total Project Cost: $2,877,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12316,  Location: I59 & VALLEY ROAD (Lat: 33.460000,  Lng: -86.945583),  Route carried "on" structure: Interstate 20,  Year Built: 1980,  Status: Open,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 25,070 (year 2009),  Truck Traffic: 16%,  Average Future Daily Traffic: 49,885 (year 2031),  Design Load: HS 20,  Features Intersected: RAMP D TO I-59,  Facility Carried by Structure: I-59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 186.964,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 11.06m (36.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 11,  Bridge Improvement Cost: $3,186,000,  Roadway Improvement Cost: $319,000,  Total Project Cost: $4,779,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 12317,  Location: I59 & VALLEY RD (Lat: 33.460000,  Lng: -86.945583),  Route carried "on" structure: Interstate 20,  Year Built: 1980,  Status: Open,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 25,070 (year 2009),  Truck Traffic: 16%,  Average Future Daily Traffic: 49,885 (year 2031),  Design Load: HS 20,  Features Intersected: RAMP D TO 59/20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 186.964,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.06m (36.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 11,  Bridge Improvement Cost: $3,186,000,  Roadway Improvement Cost: $319,000,  Total Project Cost: $4,779,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 12318,  Location: I59 & FAIRFIELD BLVD (Lat: 33.462222,  Lng: -86.942222),  Route carried "on" structure: Interstate 20,  Year Built: 1980,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 29,860 (year 2009),  Truck Traffic: 14%,  Average Future Daily Traffic: 59,415 (year 2031),  Design Load: HS 20,  Features Intersected: FAIRFIELD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 187.189,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.35m (30.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 11,  Bridge Improvement Cost: $3,447,000,  Roadway Improvement Cost: $345,000,  Total Project Cost: $5,171,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 14388,  Location: I59 & CRAWFORD STREET (Lat: 33.492222,  Lng: -86.916944),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 82,120 (year 2009),  Truck Traffic: 12%,  Average Future Daily Traffic: 163,400 (year 2031),  Design Load: HS 20,  Features Intersected: CRAWFORD STREET
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 191.351,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 43.5 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.19m (20.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 11,  Bridge Improvement Cost: $4,831,000,  Roadway Improvement Cost: $483,000,  Total Project Cost: $7,246,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14389,  Location: I-59 & 41ST ST (Lat: 33.495278,  Lng: -86.913333),  Route carried "on" structure: Interstate 20,  Year Built: 1968,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 86,690 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 163,400 (year 2031),  Design Load: HS 20,  Features Intersected: 41ST ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 191.753,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 31.5m (103.3ft),  Out-to-Out Width: 35.2m (115.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 43.5 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 11,  Bridge Improvement Cost: $4,912,000,  Roadway Improvement Cost: $491,000,  Total Project Cost: $7,368,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9514,  Location: I59 & WIRE MILL RD (Lat: 33.472022,  Lng: -86.931319),  Route carried "under" structure: Interstate 20,  Year Built: 1968,  Structure Length: 9.94m (32.61ft),  Average Daily Traffic: 59,720 (year 2009),  Truck Traffic: 14%,  Features Intersected: I-59-20,  Facility Carried by Structure: MILLSTEAD ROAD
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 188.659,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 9515,  Location: I59 & TCI RR (Lat: 33.374103,  Lng: -87.124853),  Route carried "under" structure: Interstate 20,  Year Built: 1968,  Structure Length: 11.34m (37.20ft),  Average Daily Traffic: 59,720 (year 2009),  Truck Traffic: 14%,  Features Intersected: I-59,  Facility Carried by Structure: TCI RR
Minimum Vertical Clearance: 8.63m (28.31ft),  Kilometerpoint: 188.868,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 9516,  Location: TCI RR & I59 (Lat: 33.374083,  Lng: -87.125339),  Route carried "under" structure: Interstate 20,  Year Built: 1968,  Structure Length: 13.32m (43.70ft),  Average Daily Traffic: 59,720 (year 2009),  Truck Traffic: 14%,  Features Intersected: I-59/20,  Facility Carried by Structure: TCI RR
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 188.937,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 9517,  Location: ARRON ARONOV DR & I59 (Lat: 33.476111,  Lng: -86.926108),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 5,000 (year 2000),  Truck Traffic: 12%,  Features Intersected: ARONOV DR,  Facility Carried by Structure: I 59/20
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 9518,  Location: I59 & ARRON ARONOV DR (Lat: 33.476111,  Lng: -86.926108),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 5,000 (year 2000),  Truck Traffic: 12%,  Features Intersected: ARONOV DR,  Facility Carried by Structure: I 59/20
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 12316,  Location: I-59 & VALLEY ROAD (Lat: 33.460000,  Lng: -86.945583),  Route carried "under" structure: Ramp City street 20,  Year Built: 1980,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 2,322 (year 2009),  Truck Traffic: 42%,  Features Intersected: I-59/20,  Facility Carried by Structure: I-59
Minimum Vertical Clearance: 6.89m (22.60ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 12317,  Location: I-59 & VALLEY RD (Lat: 33.460000,  Lng: -86.945583),  Route carried "under" structure: Ramp Interstate 20,  Year Built: 1980,  Structure Length: 10.15m (33.30ft),  Average Daily Traffic: 5,014 (year 2009),  Truck Traffic: 16%,  Features Intersected: I-59/20
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 186.964,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 14388,  Location: I59 & CRAWFORD STREET (Lat: 33.492222,  Lng: -86.916944),  Route carried "under" structure: County highway ,  Year Built: 1968,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 3,500 (year 2002),  Truck Traffic: 10%,  Features Intersected: CRAWFORD STREET,  Facility Carried by Structure: I59/20
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 118.879,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 14389,  Location: 41ST STREET & I59 (Lat: 33.495278,  Lng: -86.913333),  Route carried "under" structure: County highway ,  Year Built: 1968,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 500 (year 2002),  Truck Traffic: 10%,  Features Intersected: 41 ST STREET,  Facility Carried by Structure: I-59/20
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 11.918,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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