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

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Structure Number: 879,  Location: 0.4 MI N OF GEORGIANA (Lat: 31.648014,  Lng: -86.724000),  Route carried "on" structure: US 31,  Year Built: 1931,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 2,760 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 3,545 (year 2033),  Design Load: H 15,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 199.197,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.02m (6.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $326,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $359,000 ( Estimate for 2022)

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Structure Number: 881,  Location: 1.1 MI N. AL 106 (Lat: 31.653128,  Lng: -86.715506),  Route carried "on" structure: US 31,  Year Built: 1931,  Status: Open,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 2,760 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 3,545 (year 2033),  Design Load: H 15,  Features Intersected: ROCKY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 199.666,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 50.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 10.35m (33.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $1,703,000,  Roadway Improvement Cost: $170,000,  Total Project Cost: $1,873,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 458,  Location: 1.0 MI.W.GEORGIANA (Lat: 31.628817,  Lng: -86.775550),  Route carried "on" structure: County highway 16,  Year Built: 1992,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 260 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 230 (year 2041),  Design Load: HS 20,  Features Intersected: BRANCH OF PANTHER CREEK
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: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.2m (30.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 41.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.59m (5.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $262,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $288,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 4836,  Location: BETWEEN GEORGIANA *AVANT (Lat: 31.626267,  Lng: -86.712233),  Route carried "on" structure: County highway 16,  Year Built: 1954,  Status: Posted for load,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 260 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 500 (year 2041),  Design Load: H 15,  Features Intersected: ROCKY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 36.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.2 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 3.96m (12.99ft),  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: $625,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $688,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 5079,  Location: 03.5 MI N OF MCKENZIE (Lat: 31.596667,  Lng: -86.735000),  Route carried "on" structure: ServiceUS 31,  Year Built: 1955,  Status: Closed,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 4,520 (year 2011),  Truck Traffic: 15%,  Average Future Daily Traffic: 7,410 (year 2031),  Design Load: H 15,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 192.650,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: > 39.9% below),  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $502,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $552,000 ( Estimate for 2022)

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Structure Number: 6373,  Location: 2.2 MI E OF JCT I 65 (Lat: 31.643686,  Lng: -86.738828),  Route carried "on" structure: State highway 106,  Year Built: 1958,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 6,380 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,482 (year 2033),  Design Load: H 20,  Features Intersected: L*N RR * RAIL RD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.528,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.87m (25.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,942,000,  Roadway Improvement Cost: $194,000,  Total Project Cost: $2,136,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6783,  Location: 6.1 MI.N.OF CONECUH CO (Lat: 31.626217,  Lng: -86.799664),  Route carried "on" structure: County highway 16,  Year Built: 1960,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 600 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,300 (year 2030),  Design Load: H 20,  Features Intersected: I65
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.359,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 65.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 11.57m (37.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $2,222,000,  Roadway Improvement Cost: $222,000,  Total Project Cost: $2,444,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6784,  Location: 2.4 MI.N.OF CO 15 (Lat: 31.625433,  Lng: -86.800917),  Route carried "on" structure: Interstate 65,  Year Built: 1960,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 23,470 (year 2013),  Truck Traffic: 27%,  Average Future Daily Traffic: 29,735 (year 2033),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 179.707,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  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 minimum criteria,  Length Of Structure Improvement: 1.81m (5.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,877,000,  Roadway Improvement Cost: $188,000,  Total Project Cost: $2,065,000 ( Estimate for 2022)

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Structure Number: 6785,  Location: 1.4 MI.N.OF CO.16 (Lat: 31.641067,  Lng: -86.785308),  Route carried "on" structure: Interstate 65,  Year Built: 1960,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 23,470 (year 2013),  Truck Traffic: 27%,  Average Future Daily Traffic: 29,735 (year 2033),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 181.970,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 13 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  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: Better than present minimum criteria,  Length Of Structure Improvement: 1.84m (6.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,962,000,  Roadway Improvement Cost: $196,000,  Total Project Cost: $2,158,000 ( Estimate for 2022)

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Structure Number: 7119,  Location: INT. AL106 * I-65 (Lat: 31.650544,  Lng: -86.774817),  Route carried "on" structure: State highway 106,  Year Built: 1960,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 1,510 (year 2013),  Truck Traffic: 20%,  Average Future Daily Traffic: 1,771 (year 2033),  Design Load: H 20,  Features Intersected: I-65
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.846,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 9.08m (29.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,620,000,  Roadway Improvement Cost: $162,000,  Total Project Cost: $1,782,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8319,  Location: CHAPMAN (Lat: 31.667319,  Lng: -86.716667),  Route carried "on" structure: County highway 37,  Year Built: 1964,  Status: Posted for load,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 309 (year 2018),  Truck Traffic: 32%,  Average Future Daily Traffic: 600 (year 2041),  Design Load: H 20,  Features Intersected: ROCKY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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 minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 5.12m (16.80ft),  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: $1,018,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $1,120,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 832,  Location: CHAPMAN (Lat: 31.667372,  Lng: -86.714842),  Route carried "on" structure: County highway 37,  Year Built: 1964,  Status: Posted for load,  Structure Length: 5.20m (17.06ft),  Average Daily Traffic: 309 (year 2018),  Truck Traffic: 32%,  Average Future Daily Traffic: 600 (year 2041),  Design Load: H 20,  Features Intersected: ROCKY CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 6.22m (20.41ft),  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: $1,237,000,  Roadway Improvement Cost: $124,000,  Total Project Cost: $1,361,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8858,  Location: 0.3 MI E OF US 31 (Lat: 31.643925,  Lng: -86.716400),  Route carried "on" structure: State highway 106,  Year Built: 1965,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,400 (year 2013),  Truck Traffic: 16%,  Average Future Daily Traffic: 1,642 (year 2033),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 21.882,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 65.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 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: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $508,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $559,000 ( Estimate for 2022)

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Structure Number: 8859,  Location: 0.5 MI E OF US 31 (Lat: 31.643969,  Lng: -86.713575),  Route carried "on" structure: State highway 106,  Year Built: 1965,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,400 (year 2013),  Truck Traffic: 16%,  Average Future Daily Traffic: 1,642 (year 2033),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.151,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 65.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 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: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $508,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $559,000 ( Estimate for 2022)

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Structure Number: 886,  Location: 0.7 MI E OF US 31 (Lat: 31.643994,  Lng: -86.709786),  Route carried "on" structure: State highway 106,  Year Built: 1965,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 1,400 (year 2013),  Truck Traffic: 16%,  Average Future Daily Traffic: 1,642 (year 2033),  Design Load: HS 20,  Features Intersected: ROCKY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.471,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 10.29m (33.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $2,116,000,  Roadway Improvement Cost: $212,000,  Total Project Cost: $2,328,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8861,  Location: 2.4 MI E OF US 31 (Lat: 31.640858,  Lng: -86.682575),  Route carried "on" structure: State highway 106,  Year Built: 1965,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,220 (year 2013),  Truck Traffic: 21%,  Average Future Daily Traffic: 1,431 (year 2033),  Design Load: H 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.254,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 73.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.8 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: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $430,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $473,000 ( Estimate for 2022)

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Structure Number: 909,  Location: 0.5 MI. SO. AVANT (Lat: 31.613283,  Lng: -86.696900),  Route carried "on" structure: County highway 27,  Year Built: 1966,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 66 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 30 (year 2041),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.8 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: Equal to present minimum criteria,  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $320,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $352,000 ( Estimate for 2022)

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Structure Number: 9247,  Location: 0.5 MI.N.OF AL.106 (Lat: 31.656997,  Lng: -86.769267),  Route carried "on" structure: Interstate 65,  Year Built: 1967,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 12,995 (year 2013),  Truck Traffic: 27%,  Average Future Daily Traffic: 16,463 (year 2033),  Design Load: HS 20,  Features Intersected: PANTHER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 184.299,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 52.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.28m (27.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $2,441,000,  Roadway Improvement Cost: $244,000,  Total Project Cost: $2,685,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9248,  Location: 0.5 MI.N.OF AL.106 (Lat: 31.656839,  Lng: -86.769064),  Route carried "on" structure: Interstate 65,  Year Built: 1967,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 12,995 (year 2013),  Truck Traffic: 27%,  Average Future Daily Traffic: 16,463 (year 2033),  Design Load: HS 20,  Features Intersected: PANTHER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 184.299,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 52.2 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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.28m (27.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $2,441,000,  Roadway Improvement Cost: $244,000,  Total Project Cost: $2,685,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9249,  Location: 1.65 MI.N.OF AL.106 (Lat: 31.677600,  Lng: -86.755386),  Route carried "on" structure: County highway 25,  Year Built: 1967,  Status: Open,  Structure Length: 8.07m (26.48ft),  Average Daily Traffic: 723 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,215 (year 2030),  Design Load: H 20,  Features Intersected: I65
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.939,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.08m (29.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,743,000,  Roadway Improvement Cost: $174,000,  Total Project Cost: $1,917,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11324,  Location: WEST C.L. OF GEORGIANA (Lat: 31.631722,  Lng: -86.767303),  Route carried "on" structure: County highway 16,  Year Built: 1992,  Status: Posted for load,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 249 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 230 (year 2041),  Design Load: HS 20,  Features Intersected: PANTHER CREEK
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: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  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: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 3.46m (11.35ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2022,  Other Special Inspection Date: Febuary 2022,  Bridge Improvement Cost: $569,000,  Roadway Improvement Cost: $57,000,  Total Project Cost: $626,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 11854,  Location: 0.6 MI. E. OF I-65 (Lat: 31.649589,  Lng: -86.765619),  Route carried "on" structure: State highway 106,  Year Built: 1977,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 6,110 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 7,619 (year 2033),  Design Load: H 15,  Features Intersected: PANTHER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.816,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 44.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.6 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 11.86m (38.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $4,310,000,  Roadway Improvement Cost: $431,000,  Total Project Cost: $4,741,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13181,  Location: S.PALMER AVE. (Lat: 31.622728,  Lng: -86.740175),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 281 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 800 (year 2041),  Design Load: HS 20,  Features Intersected: THREE NOTCH RAILROAD,  Facility Carried by Structure: S.PALMER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 4.55m (14.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,060,000,  Roadway Improvement Cost: $106,000,  Total Project Cost: $1,166,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16005,  Location: 2.0 MI. E CO RD 15 JCT (Lat: 31.662850,  Lng: -86.790750),  Route carried "on" structure: State highway 106,  Year Built: 1993,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 830 (year 2013),  Truck Traffic: 20%,  Average Future Daily Traffic: 973 (year 2033),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.716,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 83.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.8 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: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $744,000,  Roadway Improvement Cost: $74,000,  Total Project Cost: $818,000 ( Estimate for 2022)

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Structure Number: 18309,  Location: B/W GEORGIANA * AVANT (Lat: 31.628367,  Lng: -86.714972),  Route carried "on" structure: County highway 16,  Year Built: 2002,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 260 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 660 (year 2040),  Design Load: HS 20,  Features Intersected: ROCKY CREEK RELIEF
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: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 4,  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: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 73.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.2 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.11m (16.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,051,000,  Roadway Improvement Cost: $105,000,  Total Project Cost: $1,156,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 19581,  Location: LEFT OF AL 0055 (Lat: 34.755258,  Lng: -87.134850),  Route carried "on" structure: State highway 30055,  Year Built: 2010,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 350 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 623 (year 2031),  Design Load: HS 20,  Features Intersected: BRANCH,  Facility Carried by Structure: KOKOMO RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 87.527,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  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: 74.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable 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: December 2021,  Bridge Improvement Cost: $381,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $419,000 ( Estimate for 2022)

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Structure Number: 19582,  Location: 450 FT S OF KOKOMO RD (Lat: 31.595900,  Lng: -86.734200),  Route carried "on" structure: State highway 55,  Year Built: 2010,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 2,615 (year 2011),  Truck Traffic: 15%,  Average Future Daily Traffic: 2,969 (year 2031),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 87.228,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  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: 42.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Underwater Inspection Date: December 2021,  Bridge Improvement Cost: $1,143,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $1,257,000 ( Estimate for 2022)

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Structure Number: 19625,  Location: 2.6 MI FROM 31 (Lat: 31.628550,  Lng: -86.746833),  Route carried "on" structure: State highway 55,  Year Built: 2010,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 2,615 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,939 (year 2031),  Design Load: HS 20,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 90.220,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 65.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.04m (26.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $4,081,000,  Roadway Improvement Cost: $408,000,  Total Project Cost: $4,489,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6373,  Location: 2.2 MI E OF JCT I 65 (Lat: 31.643686,  Lng: -86.738828),  Route carried "under" structure: State highway ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 6,677 (year 2003),  Truck Traffic: 1%,  Features Intersected: L*N RR * RAIL RD AVE,  Facility Carried by Structure: AL 106
Minimum Vertical Clearance: 7.29m (23.92ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 9.8m (32.2ft)

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Structure Number: 6783,  Location: 6.1 MI.N.OF CONECUH CO (Lat: 31.626217,  Lng: -86.799664),  Route carried "under" structure: Interstate 65,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 23,470 (year 2013),  Truck Traffic: 27%,  Features Intersected: I65,  Facility Carried by Structure: CO RD 16
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 179.835,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 7119,  Location: INT. AL106 * I-65 (Lat: 31.650544,  Lng: -86.774817),  Route carried "under" structure: Interstate 65,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 23,470 (year 2013),  Truck Traffic: 27%,  Features Intersected: I-65,  Facility Carried by Structure: AL 106
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 183.401,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 9249,  Location: 1.65 MI.N.OF AL.106 (Lat: 31.677600,  Lng: -86.755386),  Route carried "under" structure: Interstate 65,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 25,990 (year 2013),  Truck Traffic: 27%,  Features Intersected: I65,  Facility Carried by Structure: CO RD 25
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 186.943,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 22.3m (73.2ft)