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


  • National Bridge Inventory (NBI) Statistics
  • 17Number of bridges
  • 351ft / 107mTotal length
  • $41,696,000Total costs
  • 77,575Total average daily traffic
  • 24,078Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Eldridge
  • No street view available for this location

New bridges in Eldridge, AL - historical statistics
  • New bridges - historical statistics
  • 11920-1929
  • 31950-1959
  • 11960-1969
  • 11990-1999
  • 112000-2009
Average Bridge Daily Traffic in Eldridge, AL
Average Bridge Truck Traffic in Eldridge, AL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 10.0%Very good
  • 70.0%Good
  • 10.0%Satisfactory
  • 10.0%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 80.0%Good
  • 10.0%Satisfactory
  • 10.0%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 20.0%Very good
  • 70.0%Good
  • 10.0%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 62.5%Good
  • 25.0%Satisfactory
  • 12.5%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 75.0%Satisfactory
  • 25.0%Poor
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Structure Number: 305,  Location: .4 MI.EAST AL 13 (Lat: 33.922736,  Lng: -87.616461),  Route carried "on" structure: State highway 118,  Year Built: 1925,  Year Reconstructed: 1934,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,050 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 1,445 (year 2041),  Features Intersected: Camp Spring Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.638,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State 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: 3.0m (9.8ft)

Condition: Channel: Good,  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: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $405,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $446,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2205,  Location: 1 MILE N ELDRIDGE (Lat: 33.950000,  Lng: -87.600000),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 330 (year 1991),  Truck Traffic: 1%,  Average Future Daily Traffic: 760 (year 2030),  Features Intersected: MALLARD CREEK,  Facility Carried by Structure: BYLER ROAD
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),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Good,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum 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: 1.38m (4.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $236,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $260,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 5858,  Location: .38 MI.N.FAYETTE CL (Lat: 33.883828,  Lng: -87.631764),  Route carried "on" structure: State highway 13,  Year Built: 1957,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,790 (year 2013),  Truck Traffic: 32%,  Average Future Daily Traffic: 2,299 (year 2033),  Design Load: H 15,  Features Intersected: Barrow Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 393.834,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  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: 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.45m (4.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $979,000,  Roadway Improvement Cost: $98,000,  Total Project Cost: $1,077,000 ( Estimate for 2022)
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Structure Number: 5859,  Location: .5 MI. SOUTH AL 118 (Lat: 33.917125,  Lng: -87.624031),  Route carried "on" structure: State highway 13,  Year Built: 1957,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 2,290 (year 2013),  Truck Traffic: 32%,  Average Future Daily Traffic: 2,942 (year 2041),  Design Load: H 20,  Features Intersected: BNSF Railroad
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 397.574,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 46.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.46m (21.19ft),  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: $1,372,000,  Roadway Improvement Cost: $137,000,  Total Project Cost: $1,509,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 586,  Location: 03 MI.NORTH AL 118 (Lat: 33.930919,  Lng: -87.622158),  Route carried "on" structure: State highway 13,  Year Built: 1957,  Status: Temporarily open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,780 (year 2016),  Truck Traffic: 29%,  Average Future Daily Traffic: 3,571 (year 2041),  Design Load: H 15,  Features Intersected: Mallard Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 399.198,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Poor,  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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.45m (4.76ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2021,  Other Special Inspection Date: January 2022,  Bridge Improvement Cost: $2,025,000,  Roadway Improvement Cost: $203,000,  Total Project Cost: $2,228,000 ( Estimate for 2022)
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Structure Number: 15473,  Location: 9 MI E JCT AL-253 (Lat: 33.933250,  Lng: -87.641556),  Route carried "on" structure: US 118,  Year Built: 1991,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 1,395 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,899 (year 2040),  Design Load: HS 20,  Features Intersected: Mallard Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.163,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 43.1 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: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.04m (42.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $4,112,000,  Roadway Improvement Cost: $411,000,  Total Project Cost: $4,523,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17632,  Location: 3.2 MI. E of AL-233 (Lat: 33.957250,  Lng: -87.651028),  Route carried "on" structure: Interstate 22,  Year Built: 2004,  Status: Open,  Structure Length: 17.27m (56.66ft),  Average Daily Traffic: 6,275 (year 2018),  Truck Traffic: 38%,  Average Future Daily Traffic: 8,501 (year 2040),  Design Load: HS 20,  Features Intersected: Gulf Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.663,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: Toll bridge is a segment,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.2 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.98m (58.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $5,179,000,  Roadway Improvement Cost: $518,000,  Total Project Cost: $5,697,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17633,  Location: 3.2 MI. E of AL-233 (Lat: 33.957472,  Lng: -87.650917),  Route carried "on" structure: Interstate 22,  Year Built: 2004,  Status: Open,  Structure Length: 17.13m (56.20ft),  Average Daily Traffic: 6,275 (year 2018),  Truck Traffic: 38%,  Average Future Daily Traffic: 8,501 (year 2040),  Design Load: HS 20,  Features Intersected: Gulf Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.663,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: Toll bridge is a segment,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 39.8m (130.6ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 73.8 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,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.85m (58.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $5,140,000,  Roadway Improvement Cost: $514,000,  Total Project Cost: $5,654,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17634,  Location: I-22 & CR-30 (Lat: 33.954925,  Lng: -87.633211),  Route carried "on" structure: Interstate 22,  Year Built: 2003,  Status: Open,  Structure Length: 10.50m (34.45ft),  Average Daily Traffic: 6,275 (year 2013),  Truck Traffic: 38%,  Average Future Daily Traffic: 8,501 (year 2040),  Design Load: HS 20,  Features Intersected: CR-30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.201,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.0m (114.8ft),  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: 72.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.3 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,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.41m (37.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $3,286,000,  Roadway Improvement Cost: $329,000,  Total Project Cost: $3,615,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17635,  Location: CR-30 & I-22 (Lat: 33.954600,  Lng: -87.633100),  Route carried "on" structure: Interstate 22,  Year Built: 2004,  Status: Open,  Structure Length: 10.50m (34.45ft),  Average Daily Traffic: 6,275 (year 2013),  Truck Traffic: 38%,  Average Future Daily Traffic: 8,501 (year 2041),  Design Load: HS 20,  Features Intersected: CR-30
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 62.201,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: Toll bridge is a segment,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.0m (114.8ft),  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: 72.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.3 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,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.41m (37.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $3,286,000,  Roadway Improvement Cost: $329,000,  Total Project Cost: $3,615,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17636,  Location: JCT I-22 & AL-13 (Lat: 33.952117,  Lng: -87.616608),  Route carried "on" structure: Interstate 22,  Year Built: 2003,  Status: Open,  Structure Length: 9.90m (32.48ft),  Average Daily Traffic: 6,275 (year 2013),  Truck Traffic: 38%,  Average Future Daily Traffic: 8,501 (year 2041),  Design Load: HS 20,  Features Intersected: AL-13
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 63.730,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: Toll bridge is a segment,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.0m (108.3ft),  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: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 10.83m (35.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $3,120,000,  Roadway Improvement Cost: $312,000,  Total Project Cost: $3,432,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17637,  Location: JCT I-22 & AL-13 (Lat: 33.951908,  Lng: -87.616819),  Route carried "on" structure: Interstate 22,  Year Built: 2003,  Status: Open,  Structure Length: 9.90m (32.48ft),  Average Daily Traffic: 6,275 (year 2013),  Truck Traffic: 38%,  Average Future Daily Traffic: 8,501 (year 2041),  Design Load: HS 20,  Features Intersected: AL-13
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 63.730,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: Toll bridge is a segment,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.0m (108.3ft),  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: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 10.83m (35.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $3,120,000,  Roadway Improvement Cost: $312,000,  Total Project Cost: $3,432,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17809,  Location: .2 MI East CR-1 (Lat: 33.949594,  Lng: -87.604411),  Route carried "on" structure: Interstate 22,  Year Built: 2002,  Status: Open,  Structure Length: 0.65m (2.13ft),  Average Daily Traffic: 13,950 (year 2013),  Truck Traffic: 24%,  Average Future Daily Traffic: 18,900 (year 2041),  Design Load: HS 20,  Features Intersected: Mallard Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.018,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 23 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: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,911,000,  Roadway Improvement Cost: $191,000,  Total Project Cost: $2,102,000 ( Estimate for 2022)
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Structure Number: 17976,  Location: MP 40.2 on I-22 (Lat: 33.949486,  Lng: -87.606850),  Route carried "on" structure: County highway 1,  Year Built: 2003,  Status: Open,  Structure Length: 10.94m (35.89ft),  Average Daily Traffic: 500 (year 2003),  Truck Traffic: 1%,  Average Future Daily Traffic: 750 (year 2041),  Design Load: HS 20,  Features Intersected: I-22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Lanes under structure: 4,  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: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.83m (38.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $3,733,000,  Roadway Improvement Cost: $373,000,  Total Project Cost: $4,106,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17636,  Location: JCT I-22 & AL-13 (Lat: 33.952117,  Lng: -87.616608),  Route carried "under" structure: State highway 13,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 945 (year 2013),  Truck Traffic: 30%,  Features Intersected: AL-13,  Facility Carried by Structure: I-22
Minimum Vertical Clearance: 5.67m (18.60ft),  Kilometerpoint: 401.612,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.0m (108.3ft)

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Structure Number: 17637,  Location: JCT I-22 & AL-13 (Lat: 33.951908,  Lng: -87.616819),  Route carried "under" structure: State highway 13,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 945 (year 2013),  Truck Traffic: 30%,  Features Intersected: AL-13,  Facility Carried by Structure: I-22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 401.612,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.0m (108.3ft)

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Structure Number: 17976,  Location: MP 40.2 on I-22 (Lat: 33.949486,  Lng: -87.606850),  Route carried "under" structure: Interstate 22,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 13,950 (year 2013),  Truck Traffic: 24%,  Features Intersected: I-22,  Facility Carried by Structure: Byler Rd CR-1
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 64.696,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: Toll bridge is a segment,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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