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

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Structure Number: 2199,  Location: 0.9 MI NE OF JCT US NO 11 (Lat: 33.237647,  Lng: -87.146697),  Route carried "on" structure: County highway ,  Year Built: 1940,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 20 (year 1997),  Average Future Daily Traffic: 50 (year 2035),  Design Load: H 15,  Features Intersected: L*N SPUR LINE(ABANDONED),  Facility Carried by Structure: GILES ROAD
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: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 60.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 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,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.58m (8.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $389,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $428,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3622,  Location: TANNEHILL STATE PARK (Lat: 33.257222,  Lng: -87.062500),  Route carried "on" structure: State lands road ,  Year Built: 1902,  Status: Posted for load,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 70 (year 2021),  Average Future Daily Traffic: 150 (year 2041),  Design Load: H 10,  Features Intersected: HALLS CREEK,  Facility Carried by Structure: PARKS ROAD
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 10.902,  Lanes on structure: 1,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 4.0m (13.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 9.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 5.5 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: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 5.27m (17.29ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: November 2021,  Other Special Inspection Date: November 2021,  Bridge Improvement Cost: $579,000,  Roadway Improvement Cost: $58,000,  Total Project Cost: $637,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 501,  Location: 2.2 MI N CAFFEE JCT (Lat: 33.270050,  Lng: -87.107131),  Route carried "on" structure: Interstate 59,  Year Built: 1955,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 62,647 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 102,654 (year 2040),  Design Load: H 20,  Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 159.887,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.59m (5.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,747,000,  Roadway Improvement Cost: $275,000,  Total Project Cost: $3,022,000 ( Estimate for 2022)

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Structure Number: 5795,  Location: 3.0 MI S OF WOODSTOCK (Lat: 33.163083,  Lng: -87.152933),  Route carried "on" structure: State highway 5,  Year Built: 1957,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 7,505 (year 2016),  Truck Traffic: 16%,  Average Future Daily Traffic: 9,396 (year 2042),  Design Load: HS 20,  Features Intersected: JOHNSONS BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 163.635,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 64.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.65m (8.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,317,000,  Roadway Improvement Cost: $132,000,  Total Project Cost: $1,449,000 ( Estimate for 2022)

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Structure Number: 5796,  Location: WOODSTOCK (Lat: 33.204300,  Lng: -87.156217),  Route carried "on" structure: State highway 5,  Year Built: 1957,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 7,400 (year 2013),  Truck Traffic: 18%,  Average Future Daily Traffic: 9,265 (year 2033),  Design Load: H 20,  Features Intersected: NORFOLK & SO RR Active
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 168.304,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.6 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 desirable criteria,  Length Of Structure Improvement: 7.38m (24.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,670,000,  Roadway Improvement Cost: $167,000,  Total Project Cost: $1,837,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 5799,  Location: CAFFEE JCT (Lat: 33.243300,  Lng: -87.139300),  Route carried "on" structure: Bypass US 11,  Year Built: 1957,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 5,250 (year 2013),  Truck Traffic: 16%,  Average Future Daily Traffic: 6,573 (year 2033),  Design Load: HS 20,  Features Intersected: L&N RR (ABANDONED)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 173.965,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 65.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.89m (22.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,654,000,  Roadway Improvement Cost: $165,000,  Total Project Cost: $1,819,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 58,  Location: CAFFEE JCT (Lat: 33.243300,  Lng: -87.139100),  Route carried "on" structure: US 11,  Year Built: 1957,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 5,250 (year 2013),  Truck Traffic: 16%,  Average Future Daily Traffic: 6,573 (year 2033),  Design Load: HS 20,  Features Intersected: L&N RR (ABANDONED)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 173.965,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 65.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.89m (22.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $1,654,000,  Roadway Improvement Cost: $165,000,  Total Project Cost: $1,819,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8161,  Location: 2.0 MI S CAFFEE JCT (Lat: 33.233828,  Lng: -87.162775),  Route carried "on" structure: Interstate 59,  Year Built: 1964,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 23,785 (year 2013),  Truck Traffic: 32%,  Average Future Daily Traffic: 29,427 (year 2033),  Design Load: HS 20,  Features Intersected: COUNTY ROAD,  Facility Carried by Structure: I-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 153.156,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.63m (18.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,433,000,  Roadway Improvement Cost: $243,000,  Total Project Cost: $2,676,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 8162,  Location: 2.0 MI S CAFFEE JCT (Lat: 33.233989,  Lng: -87.162825),  Route carried "on" structure: Interstate 59,  Year Built: 1964,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 23,785 (year 2013),  Truck Traffic: 32%,  Average Future Daily Traffic: 29,427 (year 2033),  Design Load: HS 20,  Features Intersected: COUNTY ROAD,  Facility Carried by Structure: I-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 153.156,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 37.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.63m (18.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,433,000,  Roadway Improvement Cost: $243,000,  Total Project Cost: $2,676,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 8669,  Location: CAFFEE JUNCTION (Lat: 33.249600,  Lng: -87.134850),  Route carried "on" structure: US 11,  Year Built: 1965,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 11,230 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 14,060 (year 2033),  Design Load: HS 20,  Features Intersected: I-59,I-20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 174.744,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  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 or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 48.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.2 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 desirable criteria,  Length Of Structure Improvement: 11.57m (37.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $2,618,000,  Roadway Improvement Cost: $262,000,  Total Project Cost: $2,880,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10258,  Location: TANNEHIL STATE PARK (Lat: 33.257306,  Lng: -87.062672),  Route carried "on" structure: State lands road ,  Year Built: 1970,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 90 (year 2021),  Average Future Daily Traffic: 150 (year 2041),  Design Load: H 15,  Features Intersected: HALLS CREEK,  Facility Carried by Structure: PARK ROAD
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 10.900,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 0.6m (2.0ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Channel: Good,  Culverts: Good,  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: 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: 1.59m (5.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $146,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $161,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10267,  Location: TANNEHILL STATE PARK (Lat: 33.251400,  Lng: -87.067333),  Route carried "on" structure: State lands road 2796,  Year Built: 1970,  Year Reconstructed: 2020,  Status: Posted for load,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 40 (year 2015),  Average Future Daily Traffic: 60 (year 2039),  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.079,  Lanes on structure: 1,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 3.4m (11.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 9.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 6.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.15m (10.33ft),  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: $346,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $381,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 10439,  Location: 1.8 MI SE OF JCT ALA 216 (Lat: 33.256650,  Lng: -87.078697),  Route carried "on" structure: County highway 390,  Year Built: 1970,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 800 (year 2002),  Average Future Daily Traffic: 1,000 (year 2035),  Design Load: HS 20,  Features Intersected: MUD CREEK,  Facility Carried by Structure: EASTERN VALLEY RD.
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: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $756,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $832,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11368,  Location: .5 MI W OLD TUSC HWY (Lat: 33.283147,  Lng: -87.086078),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 46 (year 2021),  Average Future Daily Traffic: 65 (year 2041),  Features Intersected: TINGLE CREEK,  Facility Carried by Structure: TINGLE SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.6m (11.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.1m (10.2ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.2 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: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.79m (5.87ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: August 2021,  Underwater Inspection Date: July 2018,  Bridge Improvement Cost: $209,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $230,000 ( Estimate for 2022),  Deck Structure Type: Open Grating

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Structure Number: 11622,  Location: GREENPOND (Lat: 33.225403,  Lng: -87.127075),  Route carried "on" structure: County highway 15,  Year Built: 1976,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 455 (year 1987),  Truck Traffic: 20%,  Average Future Daily Traffic: 685 (year 2030),  Design Load: HS 20,  Features Intersected: VIADUCT OVER SO RR
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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 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: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.14m (20.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,264,000,  Roadway Improvement Cost: $126,000,  Total Project Cost: $1,390,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15787,  Location: .12 MI S TINGLE SPRGS RD (Lat: 33.282167,  Lng: -87.080381),  Route carried "on" structure: County highway 447,  Year Built: 1950,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 3,855 (year 2018),  Truck Traffic: 25%,  Average Future Daily Traffic: 5,375 (year 2038),  Design Load: HS 20,  Features Intersected: COOLEY CREEK,  Facility Carried by Structure: OLD TUSCALOOSA HWY
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: 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: 61.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.0 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: 1.63m (5.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $601,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $661,000 ( Estimate for 2022)

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Structure Number: 16233,  Location: TANNEHILL STATE PARK (Lat: 33.251367,  Lng: -87.069183),  Route carried "on" structure: State lands road 6208,  Year Built: 1995,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 40 (year 2013),  Average Future Daily Traffic: 60 (year 2039),  Design Load: HS 20,  Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.039,  Lanes on structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.14m (7.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $499,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $549,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 20346,  Location: 2.7 MI NE OF JCT ALA 216 (Lat: 33.266842,  Lng: -87.066392),  Route carried "on" structure: County highway 390,  Year Built: 2010,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 800 (year 2010),  Average Future Daily Traffic: 800 (year 2035),  Design Load: HS 20,  Features Intersected: COOLEY CREEK,  Facility Carried by Structure: EASTERN VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.7 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: 2.08m (6.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $840,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $924,000 ( Estimate for 2022)

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Structure Number: 20751,  Location: TANNEHILL STATE PARK (Lat: 33.258672,  Lng: -87.059172),  Route carried "on" structure: State lands road ,  Year Built: 1975,  Status: Closed,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 70 (year 2021),  Average Future Daily Traffic: 150 (year 2041),  Features Intersected: HALLS CREEK,  Facility Carried by Structure: PARKS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.3m (40.4ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 10.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 6.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Deck Geometry: Equal to present minimum criteria,  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: 1.91m (6.27ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2019,  Other Special Inspection Date: July 2021,  Bridge Improvement Cost: $327,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $360,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 8161,  Location: 2.0 MI S CAFFEE JCT (Lat: 33.233828,  Lng: -87.162775),  Route carried "under" structure: County highway ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 265 (year 2006),  Truck Traffic: 15%,  Features Intersected: COUNTY ROAD,  Facility Carried by Structure: I-20
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 8162,  Location: 2.0 MI S CAFFEE JCT (Lat: 33.233989,  Lng: -87.162825),  Route carried "under" structure: County highway ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 265 (year 2005),  Truck Traffic: 15%,  Features Intersected: COUNTY ROAD,  Facility Carried by Structure: I-20
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 8669,  Location: CAFFEE JUNCTION (Lat: 33.249600,  Lng: -87.134850),  Route carried "under" structure: Interstate 20,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 46,130 (year 2013),  Truck Traffic: 28%,  Features Intersected: I-59,I-20,  Facility Carried by Structure: US 11
Minimum Vertical Clearance: 5.40m (17.72ft),  Kilometerpoint: 156.324,  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: 8904,  Location: OVER I59 3.2 MI E US11 (Lat: 33.279533,  Lng: -87.095467),  Route carried "under" structure: Interstate 20,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 60,490 (year 2013),  Truck Traffic: 27%,  Features Intersected: I-59,I-20,US-11,SR-5,  Facility Carried by Structure: SR 216
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 161.395,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.9m (71.9ft)