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


  • National Bridge Inventory (NBI) Statistics
  • 12Number of bridges
  • 141ft / 43.2mTotal length
  • $12,415,000Total costs
  • 63,939Total average daily traffic
  • 8,516Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Midland City
  • No street view available for this location

New bridges in Midland City, AL - historical statistics
  • New bridges - historical statistics
  • 11920-1929
  • 11940-1949
  • 81950-1959
  • 21990-1999
Average Bridge Daily Traffic in Midland City, AL
Average Bridge Truck Traffic in Midland City, 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
  • 37.5%Good
  • 37.5%Satisfactory
  • 25.0%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 16.7%Good
  • 66.7%Satisfactory
  • 16.7%Fair
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Structure Number: 663,  Location: 2.2 MI E CO 9 (Lat: 30.406558,  Lng: -87.774269),  Route carried "on" structure: US 98,  Year Built: 1929,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 10,420 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,630 (year 2039),  Design Load: H 15,  Features Intersected: BRANCH TO MAGNOLIA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 95.420,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Material/Design: Steel,  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: 73.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 70.2 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: Equal to present desirable criteria,  Length Of Structure Improvement: 1.41m (4.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $596,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $656,000 ( Estimate for 2022)
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Structure Number: 3474,  Location: SEC-12 T-4-N R-25-E (Lat: 31.340861,  Lng: -85.487350),  Route carried "on" structure: County highway 67,  Year Built: 1949,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 520 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 773 (year 2034),  Design Load: H 15,  Features Intersected: KELLY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 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: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $367,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $404,000 ( Estimate for 2022)
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Structure Number: 3814,  Location: SEC-31 T-5-N R-26-E (Lat: 31.372969,  Lng: -85.477050),  Route carried "on" structure: County highway 67,  Year Built: 1950,  Status: Posted for load,  Structure Length: 18.07m (59.28ft),  Average Daily Traffic: 520 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 773 (year 2034),  Features Intersected: EAST CHOCTAWHATCHEE R
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 25.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  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: 30.0 - 39.9% below),  Length Of Structure Improvement: 18.74m (61.48ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $3,085,000,  Roadway Improvement Cost: $309,000,  Total Project Cost: $3,394,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4897,  Location: 150' NORTH OF DALE CO 10 (Lat: 31.289806,  Lng: -85.488433),  Route carried "on" structure: State highway 605,  Year Built: 1954,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 2,971 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,625 (year 2033),  Design Load: H 15,  Features Intersected: HARRISON MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.621,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 41.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.6 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: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 594,  Location: 1.3 MI.N.HOUSTON CO.L. (Lat: 31.299400,  Lng: -85.483883),  Route carried "on" structure: US 231,  Year Built: 1957,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 23,750 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 30,872 (year 2033),  Design Load: H 15,  Features Intersected: HARRISON MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.599,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Fair,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.38m (4.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,121,000,  Roadway Improvement Cost: $112,000,  Total Project Cost: $1,233,000 ( Estimate for 2022)
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Structure Number: 6629,  Location: JCT. SR.134 (Lat: 31.313600,  Lng: -85.506017),  Route carried "on" structure: US 231,  Year Built: 1959,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 9,115 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 11,848 (year 2033),  Design Load: HS 20,  Features Intersected: SR 134 * C.S.X. R.R.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.207,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 39.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.8 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.35m (30.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,115,000,  Roadway Improvement Cost: $212,000,  Total Project Cost: $2,327,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 663,  Location: JCT. SR 134 (Lat: 31.313650,  Lng: -85.505817),  Route carried "on" structure: US 231,  Year Built: 1959,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 9,115 (year 2013),  Truck Traffic: 15%,  Average Future Daily Traffic: 11,848 (year 2033),  Design Load: HS 20,  Features Intersected: SR 134 * C.S.X. R.R.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.207,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.8 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.35m (30.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,115,000,  Roadway Improvement Cost: $212,000,  Total Project Cost: $2,327,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6666,  Location: SEC-19 T-4-N R-26-E (Lat: 31.301908,  Lng: -85.480956),  Route carried "on" structure: County highway 75,  Year Built: 1959,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 875 (year 1996),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,250 (year 2034),  Design Load: H 15,  Features Intersected: PARAMORE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County 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: Fair,  Culverts: Satisfactory,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.6 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: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 16273,  Location: SEC. 3, T4N, R25E (Lat: 31.350253,  Lng: -85.524917),  Route carried "on" structure: County highway 63,  Year Built: 1995,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 1,298 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,929 (year 2034),  Design Load: HS 20,  Features Intersected: KELLY CREEK
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.84m (9.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $584,000,  Roadway Improvement Cost: $58,000,  Total Project Cost: $642,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels
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Structure Number: 16658,  Location: SEC-11 T-4-N R-25-E (Lat: 31.344181,  Lng: -85.507431),  Route carried "on" structure: County highway 59,  Year Built: 1996,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 1,255 (year 2007),  Truck Traffic: 99%,  Average Future Daily Traffic: 1,865 (year 2034),  Design Load: H 15,  Features Intersected: KELLY CREEK
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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: Better than present minimum criteria,  Length Of Structure Improvement: 2.26m (7.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $652,000,  Roadway Improvement Cost: $65,000,  Total Project Cost: $717,000 ( Estimate for 2022)
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Structure Number: 6629,  Location: JCT. SR.134 (Lat: 31.313600,  Lng: -85.506017),  Route carried "under" structure: State highway 134,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 2,050 (year 2013),  Truck Traffic: 6%,  Features Intersected: SR 134 * C.S.X. R.R.,  Facility Carried by Structure: US 231 MP 30.576
Minimum Vertical Clearance: 6.83m (22.41ft),  Kilometerpoint: 80.622,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 663,  Location: JCT. SR 134 (Lat: 31.313650,  Lng: -85.505817),  Route carried "under" structure: State highway 134,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 2,050 (year 2013),  Truck Traffic: 6%,  Features Intersected: SR 134 * C.S.X. R.R.,  Facility Carried by Structure: US 231 MP 30.576
Minimum Vertical Clearance: 6.76m (22.18ft),  Kilometerpoint: 80.622,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 16.8m (55.1ft)

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