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

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Structure Number: 2014,  Location: COOK CREEK W TO E BRIDGE (Lat: 34.686756,  Lng: -87.678483),  Route carried "on" structure: County highway 52,  Year Built: 1939,  Status: Temporarily open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 22 (year 2006),  Average Future Daily Traffic: 65 (year 2040),  Features Intersected: COOK CREEK,  Facility Carried by Structure: MOUNTAIN VIEW LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.3m (17.4ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 7.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $199,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $219,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2015,  Location: COOK LN S TO N BRIDGE (Lat: 34.686850,  Lng: -87.678342),  Route carried "on" structure: County highway 52,  Year Built: 1939,  Status: Temporarily open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 543 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,025 (year 2040),  Features Intersected: COOK CREEK,  Facility Carried by Structure: COOK LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.9m (19.4ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 7.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of replacement,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $192,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $211,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2231,  Location: FRANKFORT RD NEAR OLD LEE (Lat: 34.723733,  Lng: -87.715481),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Posted for load,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 1,550 (year 1990),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,000 (year 2040),  Features Intersected: THROCKMORTON BRANCH,  Facility Carried by Structure: FRANKFORT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  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: 8.3m (27.2ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 2.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 1.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.91m (6.27ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $354,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $389,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2247,  Location: OLD LEE W OF FRANKFORT RD (Lat: 34.728333,  Lng: -87.713333),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 4,600 (year 1990),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,400 (year 2038),  Features Intersected: THROCKMORTON BRANCH,  Facility Carried by Structure: OLD LEE HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  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: 76.5 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: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $497,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $547,000 ( Estimate for 2022)

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Structure Number: 4567,  Location: 0.9 M S JCT SR 13 & SR 2 (Lat: 34.695736,  Lng: -87.667022),  Route carried "on" structure: US 13,  Year Built: 1953,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 6,975 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,960 (year 2033),  Design Load: HS 20,  Features Intersected: BIG SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 498.581,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  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: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,403,000,  Roadway Improvement Cost: $140,000,  Total Project Cost: $1,543,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 4823,  Location: 1.1 M S JCT SR 13 & SR 2 (Lat: 34.692514,  Lng: -87.667100),  Route carried "on" structure: US 13,  Year Built: 1954,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 6,975 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,960 (year 2033),  Design Load: HS 20,  Features Intersected: BIG SPRING CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 498.195,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  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: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,403,000,  Roadway Improvement Cost: $140,000,  Total Project Cost: $1,543,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 4824,  Location: 0.9 M S JCT SR 13 & SR 2 (Lat: 34.695739,  Lng: -87.667217),  Route carried "on" structure: US 13,  Year Built: 1954,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 6,975 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,960 (year 2033),  Design Load: HS 20,  Features Intersected: BIG SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 498.581,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  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: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.17m (20.24ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,397,000,  Roadway Improvement Cost: $140,000,  Total Project Cost: $1,537,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6536,  Location: 3.3 M W JCT SR 2 & SR 13 (Lat: 34.711681,  Lng: -87.723367),  Route carried "on" structure: US 72,  Year Built: 1959,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 9,505 (year 2022),  Truck Traffic: 17%,  Average Future Daily Traffic: 11,552 (year 2033),  Design Load: HS 20,  Features Intersected: CO RD 65 & BRANCH,  Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 36.875,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.89m (22.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,558,000,  Roadway Improvement Cost: $156,000,  Total Project Cost: $1,714,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6537,  Location: 3.3 M W JCT SR 2 & SR 13 (Lat: 34.711517,  Lng: -87.723369),  Route carried "on" structure: US 72,  Year Built: 1959,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 9,505 (year 2022),  Truck Traffic: 17%,  Average Future Daily Traffic: 11,552 (year 2033),  Design Load: HS 20,  Features Intersected: CO RD 65 & BRANCH,  Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.875,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.89m (22.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,558,000,  Roadway Improvement Cost: $156,000,  Total Project Cost: $1,714,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6538,  Location: 1.7 M W JCT SR 2 & SR 13 (Lat: 34.715583,  Lng: -87.698369),  Route carried "on" structure: US 72,  Year Built: 1959,  Status: Open,  Structure Length: 9.36m (30.71ft),  Average Daily Traffic: 10,545 (year 2022),  Truck Traffic: 16%,  Average Future Daily Traffic: 12,816 (year 2033),  Design Load: HS 20,  Features Intersected: SPRING CREEK,  Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.323,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.5m (31.2ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 38.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.32m (33.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $2,334,000,  Roadway Improvement Cost: $233,000,  Total Project Cost: $2,567,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6539,  Location: 1.7 M W JCT SR 2 & SR 13 (Lat: 34.715408,  Lng: -87.698358),  Route carried "on" structure: US 72,  Year Built: 1959,  Status: Open,  Structure Length: 9.36m (30.71ft),  Average Daily Traffic: 10,545 (year 2022),  Truck Traffic: 16%,  Average Future Daily Traffic: 12,816 (year 2033),  Design Load: HS 20,  Features Intersected: SPRING CREEK,  Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.323,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.5m (31.2ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 38.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 10.32m (33.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $2,334,000,  Roadway Improvement Cost: $233,000,  Total Project Cost: $2,567,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 7352,  Location: 1.1 M S JCT SR 13 & SR 2 (Lat: 34.692525,  Lng: -87.666892),  Route carried "on" structure: US 13,  Year Built: 1961,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 6,975 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,960 (year 2033),  Design Load: HS 20,  Features Intersected: BIG SPRING CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 498.195,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  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: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,403,000,  Roadway Improvement Cost: $140,000,  Total Project Cost: $1,543,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8657,  Location: 1 M E JCT SR 2 & SR247 (Lat: 34.719561,  Lng: -87.800769),  Route carried "on" structure: US 72,  Year Built: 1965,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 6,485 (year 2022),  Truck Traffic: 19%,  Average Future Daily Traffic: 7,881 (year 2033),  Design Load: HS 20,  Features Intersected: DRY CREEK,  Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.657,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  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: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Underwater Inspection Date: April 2020,  Bridge Improvement Cost: $896,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $986,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8658,  Location: 3.7 M E JCT SR 2 & SR247 (Lat: 34.709603,  Lng: -87.754064),  Route carried "on" structure: US 72,  Year Built: 1965,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 8,320 (year 2022),  Truck Traffic: 19%,  Average Future Daily Traffic: 10,112 (year 2033),  Design Load: HS 20,  Features Intersected: LITTLE BEAR CREEK,  Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.044,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 9,  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: 10.1m (33.1ft)

Condition: Deck: Fair,  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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 10.29m (33.76ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Underwater Inspection Date: April 2020,  Bridge Improvement Cost: $2,328,000,  Roadway Improvement Cost: $233,000,  Total Project Cost: $2,561,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9705,  Location: COUNTY FARM RD (Lat: 34.649506,  Lng: -87.722792),  Route carried "on" structure: County highway 36,  Year Built: 1968,  Status: Open,  Structure Length: 8.70m (28.54ft),  Average Daily Traffic: 185 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 200 (year 2041),  Design Load: H 20,  Features Intersected: LITTLE BEAR CREEK,  Facility Carried by Structure: COUNTY FARM RD
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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 3,  Length of Maximum Span: 18.7m (61.4ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.2 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 minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 9.68m (31.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,926,000,  Roadway Improvement Cost: $193,000,  Total Project Cost: $2,119,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11384,  Location: LAMAR AV @ RE THOMPSON SC (Lat: 34.721500,  Lng: -87.716900),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 600 (year 1990),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,100 (year 2038),  Design Load: H 15,  Features Intersected: THROCKMORTON BRANCH,  Facility Carried by Structure: E LAMAR AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft)

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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $365,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $402,000 ( Estimate for 2022)

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Structure Number: 13958,  Location: UNDERWOOD MTN BEAR CREEK (Lat: 34.662797,  Lng: -87.735436),  Route carried "on" structure: County highway 51,  Year Built: 1986,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 823 (year 1985),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,600 (year 2042),  Design Load: HS 20,  Features Intersected: LITTLE BEAR CREEK,  Facility Carried by Structure: UNDERWOOD MTN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.3m (20.7ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 72.8 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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.26m (23.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $1,543,000,  Roadway Improvement Cost: $154,000,  Total Project Cost: $1,697,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 14597,  Location: WOODMONT DR SPRING CREEK (Lat: 34.707031,  Lng: -87.692122),  Route carried "on" structure: County highway 55,  Year Built: 1988,  Status: Open,  Structure Length: 10.00m (32.81ft),  Average Daily Traffic: 2,800 (year 1981),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,050 (year 2042),  Design Load: HS 20,  Features Intersected: SPRING CREEK,  Facility Carried by Structure: WOODMONT DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.999,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.2m (240.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 53.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.9 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.93m (35.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $3,148,000,  Roadway Improvement Cost: $315,000,  Total Project Cost: $3,463,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15556,  Location: COOK LN NEAR BELLE MONT (Lat: 34.666867,  Lng: -87.668981),  Route carried "on" structure: County highway 52,  Year Built: 1992,  Status: Open,  Structure Length: 0.83m (2.72ft),  Average Daily Traffic: 220 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 500 (year 2038),  Design Load: HS 20,  Features Intersected: THORNTON BRANCH,  Facility Carried by Structure: COOK LN
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),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.5m (8.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.7 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 minimum criteria,  Length Of Structure Improvement: 1.48m (4.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $480,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $528,000 ( Estimate for 2022)

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Structure Number: 15801,  Location: 0.5 MI E JCT SR 2 & SR 13 (Lat: 34.707281,  Lng: -87.658014),  Route carried "on" structure: State highway 20,  Year Built: 1993,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 8,645 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 11,643 (year 2033),  Design Load: HS 20,  Features Intersected: SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.622,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.8 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: Equal to present desirable criteria,  Length Of Structure Improvement: 6.11m (20.05ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,760,000,  Roadway Improvement Cost: $176,000,  Total Project Cost: $1,936,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15831,  Location: FRANKFORT RD @ HWY 72 (Lat: 34.712233,  Lng: -87.723014),  Route carried "on" structure: County highway 65,  Year Built: 1993,  Status: Open,  Structure Length: 1.39m (4.56ft),  Average Daily Traffic: 2,120 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,000 (year 2041),  Design Load: HS 20,  Features Intersected: THROCKMORTON CREEK,  Facility Carried by Structure: FRANKFORT RD
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),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.06m (6.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $821,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $903,000 ( Estimate for 2022)

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Structure Number: 16123,  Location: 3.7 M E JCT SR 2 & SR247 (Lat: 34.709769,  Lng: -87.754075),  Route carried "on" structure: US 72,  Year Built: 1995,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 8,320 (year 2022),  Truck Traffic: 19%,  Average Future Daily Traffic: 10,112 (year 2033),  Design Load: HS 20,  Features Intersected: LITTLE BEAR CREEK,  Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.044,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 72.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.29m (30.48ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Underwater Inspection Date: April 2020,  Bridge Improvement Cost: $2,675,000,  Roadway Improvement Cost: $268,000,  Total Project Cost: $2,943,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16897,  Location: 1 M E JCT SR 2 & SR247 (Lat: 34.719694,  Lng: -87.800694),  Route carried "on" structure: US 72,  Year Built: 2000,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 6,485 (year 2022),  Truck Traffic: 19%,  Average Future Daily Traffic: 7,881 (year 2033),  Design Load: HS 20,  Features Intersected: DRY CREEK,  Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.737,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 72.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.24m (13.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,221,000,  Roadway Improvement Cost: $122,000,  Total Project Cost: $1,343,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17419,  Location: UNDERWOOD SMITH CREEK (Lat: 34.652689,  Lng: -87.731039),  Route carried "on" structure: County highway 51,  Year Built: 1999,  Status: Open,  Structure Length: 5.40m (17.72ft),  Average Daily Traffic: 1,070 (year 1999),  Average Future Daily Traffic: 1,859 (year 2041),  Design Load: HS 20,  Features Intersected: SMITH CREEK,  Facility Carried by Structure: UNDERWOOD MTN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 72.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.9 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 desirable criteria,  Length Of Structure Improvement: 6.43m (21.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,235,000,  Roadway Improvement Cost: $124,000,  Total Project Cost: $1,359,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 19364,  Location: HOOK STREET TUSCUMBIA (Lat: 34.728533,  Lng: -87.710753),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 9.65m (31.66ft),  Average Daily Traffic: 9,010 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,388 (year 2040),  Design Load: HS 20,  Features Intersected: SPRING CREEK,  Facility Carried by Structure: S HOOK ST
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: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 73.8 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.59m (34.74ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $3,050,000,  Roadway Improvement Cost: $305,000,  Total Project Cost: $3,355,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 20983,  Location: FRANKFORT RD LITTLE BEAR (Lat: 34.683872,  Lng: -87.743892),  Route carried "on" structure: County highway 65,  Year Built: 2015,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 1,924 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,859 (year 2041),  Design Load: HS 20,  Features Intersected: LITTLE BEAR CREEK,  Facility Carried by Structure: FRANKFORT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 65.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.64m (28.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,955,000,  Roadway Improvement Cost: $196,000,  Total Project Cost: $2,151,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6536,  Location: 3.3 M W JCT SR 2 & SR 13 (Lat: 34.711681,  Lng: -87.723367),  Route carried "under" structure: County highway 65,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2022),  Truck Traffic: 1%,  Features Intersected: CO RD 65 & BRANCH,  Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 6537,  Location: 3.3 M W JCT SR 2 & SR 13 (Lat: 34.711517,  Lng: -87.723369),  Route carried "under" structure: County highway 65,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2022),  Truck Traffic: 1%,  Features Intersected: CO RD 65 & BRANCH,  Facility Carried by Structure: SR 2
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 23.018,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 14.6m (47.9ft)