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


  • National Bridge Inventory (NBI) Statistics
  • 12Number of bridges
  • 121ft / 36.8mTotal length
  • $16,890,000Total costs
  • 121,447Total average daily traffic
  • 11,941Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Midfield
  • No street view available for this location

New bridges in Midfield, AL - historical statistics
  • New bridges - historical statistics
  • 31930-1939
  • 21950-1959
  • 71980-1989
Average Bridge Daily Traffic in Midfield, AL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 80.0%Satisfactory
  • 20.0%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 80.0%Satisfactory
  • 20.0%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 60.0%Good
  • 20.0%Satisfactory
  • 20.0%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 14.3%Good
  • 57.1%Satisfactory
  • 28.6%Fair
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Structure Number: 719,  Location: MIDFIELD (Lat: 33.464344,  Lng: -86.943097),  Route carried "on" structure: County highway ,  Year Built: 1930,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 402 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 500 (year 2041),  Features Intersected: OPOSSUM CREEK,  Facility Carried by Structure: OLD WARRIOR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.37m (7.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $503,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $553,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1407,  Location: BESSEMER HWY(MIDFIELD PK) (Lat: 33.462444,  Lng: -86.912433),  Route carried "on" structure: US 11,  Year Built: 1936,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 18,480 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,137 (year 2041),  Features Intersected: BRANCH
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 206.817,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 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: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 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: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $1,160,000,  Roadway Improvement Cost: $116,000,  Total Project Cost: $1,276,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3846,  Location: SHORT ST * LOVOY ST (Lat: 33.478333,  Lng: -86.908333),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 200 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 200 (year 2041),  Design Load: H 15,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: SHORT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  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: 5,  Length of Maximum Span: 1.9m (6.2ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $301,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $331,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3848,  Location: COLLIER DR * LOVOY ST (Lat: 33.478333,  Lng: -86.908333),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 85 (year 2021),  Average Future Daily Traffic: 100 (year 2041),  Design Load: H 15,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: COLLIER DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.499,  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: 5,  Length of Maximum Span: 1.9m (6.2ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $301,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $331,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11727,  Location: MIDFIELD (Lat: 33.458122,  Lng: -86.904942),  Route carried "on" structure: County highway 435,  Year Built: 1935,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 15,570 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,840 (year 2041),  Features Intersected: VALLEY CREEK,  Facility Carried by Structure: MIDFIELD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.2m (33.5ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,467,000,  Roadway Improvement Cost: $147,000,  Total Project Cost: $1,614,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12312,  Location: I 59 RAMP TO VALLEY RD (Lat: 33.461111,  Lng: -86.945000),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1980,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 6,130 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 7,584 (year 2040),  Design Load: HS 20,  Features Intersected: OPPOSSUM CREEK
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 186.817,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.2 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: Better than present minimum criteria,  Length Of Structure Improvement: 3.73m (12.24ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $3,098,000,  Roadway Improvement Cost: $310,000,  Total Project Cost: $3,408,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12313,  Location: I 59 * RUTLEDGE DR (Lat: 33.459167,  Lng: -86.946667),  Route carried "on" structure: Interstate 20,  Year Built: 1980,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 30,650 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 37,920 (year 2041),  Design Load: HS 20,  Features Intersected: RUTLEDGE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 186.867,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 57.9 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,  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: 7.26m (23.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,040,000,  Roadway Improvement Cost: $204,000,  Total Project Cost: $2,244,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12314,  Location: I59 * RUTLEDGE DR (Lat: 33.459031,  Lng: -86.946742),  Route carried "on" structure: Interstate 20,  Year Built: 1980,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 30,650 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 37,920 (year 2041),  Design Load: HS 20,  Features Intersected: RUTLEDGE DR
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 186.867,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 57.9 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,  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: 7.26m (23.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,041,000,  Roadway Improvement Cost: $204,000,  Total Project Cost: $2,245,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12315,  Location: RAMP C * VALLEY RD (Lat: 33.461100,  Lng: -86.946500),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1980,  Status: Open,  Structure Length: 13.93m (45.70ft),  Average Daily Traffic: 6,130 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 7,584 (year 2041),  Design Load: HS 20,  Features Intersected: VALLEY ROAD,  Facility Carried by Structure: RAMP C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 187.086,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 14.73m (48.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $4,444,000,  Roadway Improvement Cost: $444,000,  Total Project Cost: $4,888,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12313,  Location: I 59 * RUTLEDGE DR (Lat: 33.459167,  Lng: -86.946667),  Route carried "under" structure: Alternate City street ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 600 (year 2021),  Truck Traffic: 1%,  Features Intersected: RUTLEDGE DRIVE,  Facility Carried by Structure: I 20/59
Minimum Vertical Clearance: 6.53m (21.42ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 12314,  Location: I59 * RUTLEDGE DR (Lat: 33.459031,  Lng: -86.946742),  Route carried "under" structure: Alternate City street ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 550 (year 2021),  Truck Traffic: 1%,  Features Intersected: RUTLEDGE DR,  Facility Carried by Structure: I 20/59
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 12315,  Location: RAMP C * VALLEY RD (Lat: 33.461100,  Lng: -86.946500),  Route carried "under" structure: Ramp City street 11,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2021),  Truck Traffic: 2%,  Features Intersected: VALLEY ROAD,  Facility Carried by Structure: RAMP C
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 186.964,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: Toll bridge,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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