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


  • National Bridge Inventory (NBI) Statistics
  • 29Number of bridges
  • 774ft / 236mTotal length
  • $112,452,000Total costs
  • 187,908Total average daily traffic
  • 38,482Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Cordova
  • No street view available for this location

New bridges in Cordova, AL - historical statistics
  • New bridges - historical statistics
  • 41940-1949
  • 41960-1969
  • 21970-1979
  • 11990-1999
  • 182000-2009
Average Bridge Daily Traffic in Cordova, AL
Average Bridge Truck Traffic in Cordova, AL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 13.6%Very good
  • 54.5%Good
  • 13.6%Satisfactory
  • 18.2%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 13.6%Very good
  • 54.5%Good
  • 13.6%Satisfactory
  • 13.6%Fair
  • 4.5%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 13.6%Very good
  • 59.1%Good
  • 13.6%Satisfactory
  • 13.6%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 12.5%Very good
  • 37.5%Good
  • 43.8%Satisfactory
  • 6.3%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 50.0%Good
  • 50.0%Satisfactory
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Structure Number: 2219,  Location: 1.7 MI W JCT COLUMBUS BLD (Lat: 33.750850,  Lng: -87.217633),  Route carried "on" structure: County highway 22,  Year Built: 1940,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 850 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,275 (year 2041),  Features Intersected: NORFOLK SOUTHERN RR,  Facility Carried by Structure: OLD PARRISH CDV RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: Railroad,  Approaching Roadway Width: 5.9m (19.4ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.80m (19.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $994,000,  Roadway Improvement Cost: $99,000,  Total Project Cost: $1,093,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 222,  Location: 1 MILE N CORDOVA (Lat: 33.783333,  Lng: -87.200000),  Route carried "on" structure: County highway ,  Year Built: 1940,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 425 (year 1991),  Truck Traffic: 1%,  Average Future Daily Traffic: 595 (year 2032),  Features Intersected: EVANS CREEK,  Facility Carried by Structure: BUTTERMILK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.77m (5.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $255,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $281,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 223,  Location: 2 MILES S CORDOVA (Lat: 33.750000,  Lng: -87.166667),  Route carried "on" structure: County highway ,  Year Built: 1940,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 100 (year 1991),  Average Future Daily Traffic: 140 (year 2032),  Features Intersected: BURTON CREEK,  Facility Carried by Structure: GRANNY HYCHE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  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 desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.77m (5.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $267,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $294,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2323,  Location: 0.2MI W JCT COLUMBUS BLVD (Lat: 33.754100,  Lng: -87.193100),  Route carried "on" structure: Alternate City street 19,  Year Built: 1940,  Status: Open,  Structure Length: 1.64m (5.38ft),  Average Daily Traffic: 650 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 750 (year 2041),  Features Intersected: LITTLE FROG AGUE CREEK,  Facility Carried by Structure: OLD PARRISH CDV RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.299,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.32m (7.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $351,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $386,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8643,  Location: 2 MILES E HWY 269 (Lat: 33.716667,  Lng: -87.233333),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 325 (year 1991),  Truck Traffic: 20%,  Average Future Daily Traffic: 455 (year 2032),  Design Load: H 15,  Features Intersected: GAP CREEK,  Facility Carried by Structure: ALDRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.59m (5.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $217,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $239,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9306,  Location: 1 MILE E CORDOVA (Lat: 33.750000,  Lng: -87.166667),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 1,500 (year 1981),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,000 (year 2030),  Features Intersected: FRISCO RR,  Facility Carried by Structure: HORSECREEK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.5 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,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.14m (29.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $2,947,000,  Roadway Improvement Cost: $295,000,  Total Project Cost: $3,242,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9307,  Location: 0.35MI E AMORY AVE/CR30 (Lat: 33.750000,  Lng: -87.183333),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 4.19m (13.75ft),  Average Daily Traffic: 1,500 (year 1991),  Truck Traffic: 20%,  Average Future Daily Traffic: 2,100 (year 2032),  Design Load: HS 20,  Features Intersected: BRANCH (RELIEF),  Facility Carried by Structure: HORSE CRK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.4m (34.1ft),  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: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.5 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.16m (16.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $1,133,000,  Roadway Improvement Cost: $113,000,  Total Project Cost: $1,246,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9364,  Location: 0.1MI E AMORY AVE/CR 30 (Lat: 33.756700,  Lng: -87.172267),  Route carried "on" structure: Alternate City street 35,  Year Built: 1967,  Status: Open,  Structure Length: 26.44m (86.75ft),  Average Daily Traffic: 4,006 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,000 (year 2041),  Design Load: HS 20,  Features Intersected: MULBERRY FORK WARRIOR RV,  Facility Carried by Structure: HORSE CRK BLVDCR30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.100,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Navigation Control: Yes ( Vertical Clearance: 12.8m (42.0ft), Horizontal Clearance: 61.0m (200.1ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 67.1m (220.1ft),  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: 8.9m (29.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 51.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 26.44m (86.75ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2022,  Critical Feature Inspection Date: Febuary 2022,  Underwater Inspection Date: May 2021,  Bridge Improvement Cost: $5,257,000,  Roadway Improvement Cost: $526,000,  Total Project Cost: $5,783,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11172,  Location: DOVERTOWN (Lat: 33.740806,  Lng: -87.169500),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Posted for load,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 400 (year 1995),  Truck Traffic: 1%,  Average Future Daily Traffic: 560 (year 2033),  Design Load: H 15,  Features Intersected: FRISCO RR,  Facility Carried by Structure: DOVERTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 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 minimum criteria,  Length Of Structure Improvement: 7.26m (23.82ft),  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: $1,493,000,  Roadway Improvement Cost: $149,000,  Total Project Cost: $1,642,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11967,  Location: 6 MI E Jasper (Lat: 33.806258,  Lng: -87.139375),  Route carried "on" structure: State highway 5,  Year Built: 1978,  Status: Open,  Structure Length: 24.63m (80.81ft),  Average Daily Traffic: 11,113 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 9,873 (year 2041),  Design Load: HS 20,  Features Intersected: Mulberry Fork Warrior
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 262.719,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Navigation Control: Yes ( Vertical Clearance: 14.9m (48.9ft), Horizontal Clearance: 74.7m (245.1ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 79.2m (259.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Good,  Channel: Good,  Operating Rating: 36.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.63m (80.81ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2020,  Other Special Inspection Date: May 2021,  Bridge Improvement Cost: $7,093,000,  Roadway Improvement Cost: $709,000,  Total Project Cost: $7,802,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 15448,  Location: 3.5 MI S JCT BHM HWY CR61 (Lat: 33.770150,  Lng: -87.189317),  Route carried "on" structure: Alternate City street 36,  Year Built: 1991,  Status: Posted for load,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 3,000 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,000 (year 2041),  Features Intersected: CANE CREEK,  Facility Carried by Structure: GARDNERS GIN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.999,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 34.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 5.53m (18.14ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Underwater Inspection Date: May 2021,  Other Special Inspection Date: December 2021,  Bridge Improvement Cost: $986,000,  Roadway Improvement Cost: $99,000,  Total Project Cost: $1,085,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17685,  Location: .6 MI W Reed Rd (Lat: 33.715386,  Lng: -87.164447),  Route carried "on" structure: Interstate 22,  Year Built: 2004,  Status: Open,  Structure Length: 0.89m (2.92ft),  Average Daily Traffic: 18,280 (year 2013),  Truck Traffic: 22%,  Average Future Daily Traffic: 24,766 (year 2041),  Design Load: HS 20,  Features Intersected: Trib to Barton Creek
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 117.804,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: Toll bridge is a segment,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Out-to-Out Width: 304.5m (999.0ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.56m (5.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $5,069,000,  Roadway Improvement Cost: $507,000,  Total Project Cost: $5,576,000 ( Estimate for 2022)
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Structure Number: 177,  Location: Cordova Exit (Lat: 33.741661,  Lng: -87.200686),  Route carried "on" structure: Interstate 22,  Year Built: 2003,  Status: Open,  Structure Length: 9.55m (31.33ft),  Average Daily Traffic: 8,720 (year 2013),  Truck Traffic: 22%,  Average Future Daily Traffic: 11,814 (year 2041),  Design Load: HS 20,  Features Intersected: CR-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 112.976,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.9m (114.5ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.50m (34.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $5,039,000,  Roadway Improvement Cost: $504,000,  Total Project Cost: $5,543,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17701,  Location: Cordova Exit (Lat: 33.741622,  Lng: -87.201169),  Route carried "on" structure: Interstate 22,  Year Built: 2003,  Status: Open,  Structure Length: 9.66m (31.69ft),  Average Daily Traffic: 8,720 (year 2013),  Truck Traffic: 22%,  Average Future Daily Traffic: 11,814 (year 2041),  Design Load: HS 20,  Features Intersected: CR-22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 112.976,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.3m (115.8ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.60m (34.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $6,034,000,  Roadway Improvement Cost: $603,000,  Total Project Cost: $6,637,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17726,  Location: .3 MI S Cordova Exit (Lat: 33.733244,  Lng: -87.195367),  Route carried "on" structure: Interstate 22,  Year Built: 2002,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 17,440 (year 2013),  Truck Traffic: 22%,  Average Future Daily Traffic: 23,628 (year 2041),  Design Load: HS 20,  Features Intersected: Frog Auge Creek
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 113.459,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.8m (15.7ft),  Out-to-Out Width: 304.5m (999.0ft)

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: Better than 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: August 2021,  Bridge Improvement Cost: $10,013,000,  Roadway Improvement Cost: $1,001,000,  Total Project Cost: $11,014,000 ( Estimate for 2019)
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Structure Number: 17775,  Location: Cordova (Lat: 33.759000,  Lng: -87.205500),  Route carried "on" structure: Interstate 22,  Year Built: 2002,  Status: Open,  Structure Length: 26.27m (86.19ft),  Average Daily Traffic: 9,515 (year 2017),  Truck Traffic: 22%,  Average Future Daily Traffic: 12,891 (year 2041),  Design Load: HS 20,  Features Intersected: NS Railroad
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 110.401,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 10 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: 64.0m (210.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 65.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.1 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,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 26.27m (86.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $10,449,000,  Roadway Improvement Cost: $1,045,000,  Total Project Cost: $11,494,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17776,  Location: W of Cordova (Lat: 33.777000,  Lng: -87.210400),  Route carried "on" structure: Interstate 22,  Year Built: 2002,  Status: Open,  Structure Length: 15.24m (50.00ft),  Average Daily Traffic: 9,515 (year 2017),  Truck Traffic: 22%,  Average Future Daily Traffic: 12,891 (year 2040),  Design Load: HS 20,  Features Intersected: Cane Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 108.792,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.0 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: 16.01m (52.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $6,367,000,  Roadway Improvement Cost: $637,000,  Total Project Cost: $7,004,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1778,  Location: WEST OF CORDOVA (Lat: 33.777194,  Lng: -87.208914),  Route carried "on" structure: Interstate 22,  Year Built: 2002,  Status: Open,  Structure Length: 15.24m (50.00ft),  Average Daily Traffic: 9,515 (year 2017),  Truck Traffic: 22%,  Average Future Daily Traffic: 12,891 (year 2040),  Design Load: HS 20,  Features Intersected: Cane Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 108.953,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 86.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.3 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.01m (52.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $6,367,000,  Roadway Improvement Cost: $637,000,  Total Project Cost: $7,004,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17781,  Location: Cordova (Lat: 33.758900,  Lng: -87.205800),  Route carried "on" structure: Interstate 22,  Year Built: 2002,  Status: Open,  Structure Length: 26.27m (86.19ft),  Average Daily Traffic: 9,515 (year 2017),  Truck Traffic: 22%,  Average Future Daily Traffic: 12,891 (year 2041),  Design Load: HS 20,  Features Intersected: NS Railroad
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 110.401,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 10 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: 64.0m (210.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 65.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 26.27m (86.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $10,449,000,  Roadway Improvement Cost: $1,045,000,  Total Project Cost: $11,494,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17786,  Location: Reed Rd I-22 MP 74.3 (Lat: 33.713053,  Lng: -87.154464),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 11.89m (39.01ft),  Average Daily Traffic: 500 (year 2004),  Truck Traffic: 1%,  Average Future Daily Traffic: 800 (year 2041),  Design Load: HS 20,  Features Intersected: I-22,  Facility Carried by Structure: Reed Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.100,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.74m (41.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $3,146,000,  Roadway Improvement Cost: $315,000,  Total Project Cost: $3,461,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18172,  Location: Cordova (Lat: 33.750247,  Lng: -87.203500),  Route carried "on" structure: County highway 22,  Year Built: 2002,  Status: Open,  Structure Length: 13.87m (45.51ft),  Average Daily Traffic: 500 (year 2004),  Average Future Daily Traffic: 1,000 (year 2041),  Design Load: HS 20,  Features Intersected: I-22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.9 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.67m (48.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $3,621,000,  Roadway Improvement Cost: $362,000,  Total Project Cost: $3,983,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18255,  Location: .5 MI E Cane Creek (Lat: 33.773056,  Lng: -87.208333),  Route carried "on" structure: Interstate 22,  Year Built: 2002,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 22,592 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 25,783 (year 2041),  Design Load: HS 20,  Features Intersected: Cane Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 109.918,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 4 degrees,  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: Good,  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: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 1.51m (4.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $7,855,000,  Roadway Improvement Cost: $786,000,  Total Project Cost: $8,641,000 ( Estimate for 2022)
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Structure Number: 18738,  Location: CR-61 over I-22 (Lat: 33.718964,  Lng: -87.180697),  Route carried "on" structure: County highway 61,  Year Built: 2004,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 1,167 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,400 (year 2041),  Design Load: HS 20,  Features Intersected: I-22,  Facility Carried by Structure: Cordova-Gorgas Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.8 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,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 11.28m (37.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $4,331,000,  Roadway Improvement Cost: $433,000,  Total Project Cost: $4,764,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18786,  Location: 1.9 MILES SOUTH OF OLD 78 (Lat: 33.783333,  Lng: -87.183333),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 110 (year 2003),  Average Future Daily Traffic: 250 (year 2033),  Features Intersected: OLD KIRKPATRICK RD,  Facility Carried by Structure: TRIB OF WATTS CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.77m (5.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $243,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $267,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19004,  Location: 0.3 MI N CRE HTS RD/CR61 (Lat: 33.777317,  Lng: -87.190667),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 100 (year 2021),  Average Future Daily Traffic: 150 (year 2041),  Design Load: HS 20,  Features Intersected: EVANS CREEK,  Facility Carried by Structure: CRESTVIEW HTS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Toll: Toll bridge is a segment,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  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: Good,  Operating Rating: 87.1 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 desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $172,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $189,000 ( Estimate for 2022)
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Structure Number: 2011,  Location: 4 MILES SOUTH OF 78 HWY (Lat: 33.760931,  Lng: -87.168833),  Route carried "on" structure: Alternate City street 20,  Year Built: 2009,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 1,400 (year 2008),  Average Future Daily Traffic: 1,850 (year 2031),  Design Load: HS 20,  Features Intersected: CANE CREEK,  Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.100,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 10.11m (33.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $2,080,000,  Roadway Improvement Cost: $208,000,  Total Project Cost: $2,288,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17786,  Location: Reed Rd I-22 MP 74.3 (Lat: 33.713053,  Lng: -87.154464),  Route carried "under" structure: Interstate 22,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 9,140 (year 2013),  Truck Traffic: 22%,  Features Intersected: I-22,  Facility Carried by Structure: Reed Road
Minimum Vertical Clearance: 6.28m (20.60ft),  Kilometerpoint: 119.574,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 18172,  Location: Cordova (Lat: 33.750247,  Lng: -87.203500),  Route carried "under" structure: Interstate 22,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 19,030 (year 2013),  Truck Traffic: 22%,  Features Intersected: I-22
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 112.010,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 18738,  Location: CR-61 over I-22 (Lat: 33.718964,  Lng: -87.180697),  Route carried "under" structure: Interstate 22,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 18,280 (year 2013),  Truck Traffic: 22%,  Features Intersected: I-22,  Facility Carried by Structure: Cordova-Gorgas Rd
Minimum Vertical Clearance: 6.30m (20.67ft),  Kilometerpoint: 116.195,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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