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

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Structure Number: 15254,  Location: JCT I-565 * SR 255 (Lat: 34.706800,  Lng: -86.671000),  Route carried "on" structure: State highway 255,  Year Built: 1990,  Status: Open,  Structure Length: 13.75m (45.11ft),  Average Daily Traffic: 17,065 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 23,820 (year 2039),  Design Load: HS 20,  Features Intersected: I-565,  Facility Carried by Structure: RESEARCH PK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 3,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.55m (47.74ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $5,389,000,  Roadway Improvement Cost: $539,000,  Total Project Cost: $5,928,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15314,  Location: 0.8 MILES WEST RIDEOUT RD (Lat: 34.699222,  Lng: -86.692389),  Route carried "on" structure: State highway 20,  Year Built: 1991,  Status: Open,  Structure Length: 16.12m (52.89ft),  Average Daily Traffic: 14,616 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 20,462 (year 2040),  Design Load: HS 20,  Features Intersected: I-565,  Facility Carried by Structure: MADI BLVD TO I565
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 140.093,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 55.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 16.87m (55.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $4,627,000,  Roadway Improvement Cost: $463,000,  Total Project Cost: $5,090,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 15315,  Location: 7.2 MI N COUNTY LINE RD (Lat: 34.705917,  Lng: -86.673631),  Route carried "on" structure: Ramp Interstate 565,  Year Built: 1991,  Status: Open,  Structure Length: 16.06m (52.69ft),  Average Daily Traffic: 11,927 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,698 (year 2040),  Design Load: HL 93,  Features Intersected: RAMP * I565
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.590,  Lanes on structure: 1,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 16.81m (55.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $3,112,000,  Roadway Improvement Cost: $311,000,  Total Project Cost: $3,423,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15316,  Location: 1.4 MI E JCT SR 255 (Lat: 34.713583,  Lng: -86.647606),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 14,251 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,951 (year 2040),  Design Load: HS 20,  Features Intersected: I-565,  Facility Carried by Structure: MADISON PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.100,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.1 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.01m (23.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $3,846,000,  Roadway Improvement Cost: $385,000,  Total Project Cost: $4,231,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15317,  Location: 1.6 MI N JCT SR255 * I565 (Lat: 34.715056,  Lng: -86.644472),  Route carried "on" structure: Spur Interstate 565,  Year Built: 1991,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 117,935 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 165,109 (year 2039),  Design Load: HS 20,  Features Intersected: MCDONALD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.558,  Lanes on structure: 15,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.7m (87.6ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 213.4m (700.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.54m (8.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $12,089,000,  Roadway Improvement Cost: $1,209,000,  Total Project Cost: $13,298,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15318,  Location: 1.7 MI E JCT SR255 * I565 (Lat: 34.715603,  Lng: -86.642414),  Route carried "on" structure: Spur Interstate 565,  Year Built: 1991,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 117,935 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 165,109 (year 2039),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.836,  Lanes on structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.7m (87.6ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $5,793,000,  Roadway Improvement Cost: $579,000,  Total Project Cost: $6,372,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15319,  Location: 1.6 MI E JCT SR255 * I565 (Lat: 34.714617,  Lng: -86.643633),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 19,156 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,818 (year 2040),  Design Load: HS 20,  Features Intersected: I-565,  Facility Carried by Structure: SPARKMAN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.100,  Lanes on structure: 8,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 35.5m (116.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.01m (23.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $5,576,000,  Roadway Improvement Cost: $558,000,  Total Project Cost: $6,134,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1532,  Location: 0.1 MI S JCT SR 53 * I565 (Lat: 34.719344,  Lng: -86.625278),  Route carried "on" structure: State highway 53,  Year Built: 1991,  Status: Open,  Structure Length: 9.02m (29.59ft),  Average Daily Traffic: 10,371 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,519 (year 2040),  Design Load: HS 20,  Features Intersected: RAMP J-7(I565E TO SR53S)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 512.739,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 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: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.99m (32.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,808,000,  Roadway Improvement Cost: $281,000,  Total Project Cost: $3,089,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15405,  Location: JCT US 231 * CLINTON AVE (Lat: 34.725625,  Lng: -86.596417),  Route carried "on" structure: US 231,  Year Built: 1991,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 51,813 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 72,538 (year 2040),  Design Load: HS 20,  Features Intersected: CLINTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 537.822,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 36 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 75.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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: October 2021,  Bridge Improvement Cost: $3,747,000,  Roadway Improvement Cost: $375,000,  Total Project Cost: $4,122,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15406,  Location: JCT CLINTON AVE * US 231 (Lat: 34.725700,  Lng: -86.596153),  Route carried "on" structure: US 231,  Year Built: 1991,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 51,813 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 72,538 (year 2040),  Design Load: HS 20,  Features Intersected: CLINTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 537.822,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 36 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 75.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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: October 2021,  Bridge Improvement Cost: $3,804,000,  Roadway Improvement Cost: $380,000,  Total Project Cost: $4,184,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15407,  Location: 0.6 MI N JCT US231 *431 (Lat: 34.730000,  Lng: -86.598333),  Route carried "on" structure: US 231,  Year Built: 1991,  Status: Open,  Structure Length: 13.11m (43.01ft),  Average Daily Traffic: 78,297 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 109,616 (year 2040),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 538.089,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 43.9m (144.0ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 13.93m (45.70ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Bridge Improvement Cost: $7,450,000,  Roadway Improvement Cost: $745,000,  Total Project Cost: $8,195,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15408,  Location: 0.6 MI N JCT US231 *US431 (Lat: 34.730000,  Lng: -86.596400),  Route carried "on" structure: US 231,  Year Built: 1991,  Status: Open,  Structure Length: 13.11m (43.01ft),  Average Daily Traffic: 78,297 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 109,616 (year 2040),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 538.089,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 43.9m (144.0ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 13.93m (45.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $7,450,000,  Roadway Improvement Cost: $745,000,  Total Project Cost: $8,195,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15483,  Location: 0.1 MI N JCT I565 * SR255 (Lat: 34.708842,  Lng: -86.670022),  Route carried "on" structure: Ramp State highway 255,  Year Built: 1991,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 16,700 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,380 (year 2039),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.46m (21.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,196,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $1,316,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15658,  Location: 0.5 MI W JCT HWY 53 (Lat: 34.815578,  Lng: -86.695261),  Route carried "on" structure: County highway 43,  Year Built: 1992,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 780 (year 1992),  Truck Traffic: 10%,  Average Future Daily Traffic: 750 (year 2035),  Design Load: HS 20,  Features Intersected: HAM CREEK,  Facility Carried by Structure: KELLY SPRINGS RD
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: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 78.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.84m (12.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,329,000,  Roadway Improvement Cost: $133,000,  Total Project Cost: $1,462,000 ( Estimate for 2022)

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Structure Number: 15668,  Location: 0.6 MI N JCT US231 *US431 (Lat: 34.730000,  Lng: -86.598333),  Route carried "on" structure: Ramp US 231,  Year Built: 1991,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 10,033 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,046 (year 2040),  Design Load: HS 20,  Features Intersected: HOLMES AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 538.089,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.51m (14.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,393,000,  Roadway Improvement Cost: $139,000,  Total Project Cost: $1,532,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15678,  Location: 1.3 M E JCT I 565 & I 65 (Lat: 34.631250,  Lng: -86.879944),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 1,539 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,132 (year 2031),  Design Load: HS 20,  Features Intersected: I 565,  Facility Carried by Structure: MOORESVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.76m (32.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $3,815,000,  Roadway Improvement Cost: $382,000,  Total Project Cost: $4,197,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15679,  Location: 6.4 M E JCT I 565 & I 65 (Lat: 34.658100,  Lng: -86.796600),  Route carried "on" structure: Ramp Interstate 565,  Year Built: 1988,  Status: Open,  Structure Length: 20.48m (67.19ft),  Average Daily Traffic: 5,328 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,049 (year 2033),  Design Load: HS 20,  Features Intersected: I 565
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.725,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 48.5m (159.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 20.48m (67.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $6,038,000,  Roadway Improvement Cost: $604,000,  Total Project Cost: $6,642,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15685,  Location: 6.6 MI E JCT I 65 & I 565 (Lat: 34.661528,  Lng: -86.786861),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 10.91m (35.79ft),  Average Daily Traffic: 3,113 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,070 (year 2028),  Design Load: HS 20,  Features Intersected: I 565,  Facility Carried by Structure: COUNTY LINE ROAD
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: 11.80m (38.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $5,341,000,  Roadway Improvement Cost: $534,000,  Total Project Cost: $5,875,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15742,  Location: 2.8 MI E CO LINE ROAD (Lat: 34.677561,  Lng: -86.709183),  Route carried "on" structure: Spur Interstate 565,  Year Built: 1988,  Status: Open,  Structure Length: 9.42m (30.91ft),  Average Daily Traffic: 31,818 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 44,545 (year 2039),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.772,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.38m (34.06ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $4,126,000,  Roadway Improvement Cost: $413,000,  Total Project Cost: $4,539,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15765,  Location: 2.8 MI E CO LINE RD (Lat: 34.677297,  Lng: -86.742414),  Route carried "on" structure: Spur Interstate 565,  Year Built: 1988,  Status: Open,  Structure Length: 9.42m (30.91ft),  Average Daily Traffic: 31,818 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 44,545 (year 2039),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.772,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 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: 36.9m (121.1ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.38m (34.06ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $4,126,000,  Roadway Improvement Cost: $413,000,  Total Project Cost: $4,539,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15766,  Location: 1 MI. EAST CO. LINE RD. (Lat: 34.720000,  Lng: -86.593333),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 10.52m (34.51ft),  Average Daily Traffic: 3,189 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,465 (year 2040),  Design Load: HS 20,  Features Intersected: I-565; SR 20,  Facility Carried by Structure: RAMP 45 TO I565
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.714,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 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: Better than present minimum criteria,  Length Of Structure Improvement: 11.43m (37.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $3,369,000,  Roadway Improvement Cost: $337,000,  Total Project Cost: $3,706,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15767,  Location: 2.2 MI E CO LINE RD. (Lat: 34.673144,  Lng: -86.752172),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 13.81m (45.31ft),  Average Daily Traffic: 20,812 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 29,137 (year 2040),  Design Load: HS 20,  Features Intersected: I565; RAMP 54,  Facility Carried by Structure: WALL-TRIANA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 31.6m (103.7ft),  Out-to-Out Width: 32.5m (106.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.61m (47.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $10,621,000,  Roadway Improvement Cost: $1,062,000,  Total Project Cost: $11,683,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15768,  Location: 0.5 MI E JCT I565 * SR53 (Lat: 34.721603,  Lng: -86.620031),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 16.34m (53.61ft),  Average Daily Traffic: 3,344 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,682 (year 2040),  Design Load: HS 20,  Features Intersected: I-565/ NFS R.R.,  Facility Carried by Structure: 14TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 38.7m (127.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 17.08m (56.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $4,685,000,  Roadway Improvement Cost: $469,000,  Total Project Cost: $5,154,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15769,  Location: 1.3 MI E JCT I565 * SR 53 (Lat: 34.724319,  Lng: -86.609353),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 17.31m (56.79ft),  Average Daily Traffic: 7,869 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,017 (year 2040),  Design Load: HS 20,  Features Intersected: I-565/ NFS R.R.,  Facility Carried by Structure: TRIANA BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: 18.02m (59.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $7,908,000,  Roadway Improvement Cost: $791,000,  Total Project Cost: $8,699,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1577,  Location: 1 MI E CO LINE RD (Lat: 34.720000,  Lng: -86.593333),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 10.52m (34.51ft),  Average Daily Traffic: 3,189 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,465 (year 2040),  Design Load: HS 20,  Features Intersected: I565,  Facility Carried by Structure: RAMP 43 AIRPORT R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.875,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.43m (37.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $3,369,000,  Roadway Improvement Cost: $337,000,  Total Project Cost: $3,706,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15775,  Location: US 231 OVER GOLF ROAD (Lat: 34.678556,  Lng: -86.576578),  Route carried "on" structure: US 231,  Year Built: 1993,  Status: Open,  Structure Length: 10.86m (35.63ft),  Average Daily Traffic: 79,816 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 117,742 (year 2039),  Design Load: HS 20,  Features Intersected: GOLF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 505.141,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.7m (117.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.8m (124.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 34.4m (112.9ft),  Out-to-Out Width: 36.5m (119.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.75m (38.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $9,589,000,  Roadway Improvement Cost: $959,000,  Total Project Cost: $10,548,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15776,  Location: US 231 OVER AIRPORT ROAD (Lat: 34.690078,  Lng: -86.580478),  Route carried "on" structure: US 231,  Year Built: 1993,  Status: Open,  Structure Length: 11.10m (36.42ft),  Average Daily Traffic: 70,816 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 99,143 (year 2039),  Design Load: HS 20,  Features Intersected: AIRPORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 506.424,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 29.8m (97.8ft),  Out-to-Out Width: 34.6m (113.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.99m (39.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $9,288,000,  Roadway Improvement Cost: $929,000,  Total Project Cost: $10,217,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15789,  Location: JCT US231 * OAKWOOD AVE (Lat: 34.748922,  Lng: -86.599328),  Route carried "on" structure: US 231,  Year Built: 1993,  Status: Open,  Structure Length: 12.31m (40.39ft),  Average Daily Traffic: 35,656 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 49,918 (year 2040),  Design Load: HS 20,  Features Intersected: OAKWOOD AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 539.869,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 67.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.15m (43.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $4,330,000,  Roadway Improvement Cost: $433,000,  Total Project Cost: $4,763,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1579,  Location: JCT US231 * OAKWOOD AVE (Lat: 34.748867,  Lng: -86.599119),  Route carried "on" structure: US 231,  Year Built: 1993,  Status: Open,  Structure Length: 12.31m (40.39ft),  Average Daily Traffic: 35,656 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 49,918 (year 2040),  Design Load: HS 20,  Features Intersected: OAKWOOD AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 539.869,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.15m (43.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $4,420,000,  Roadway Improvement Cost: $442,000,  Total Project Cost: $4,862,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1582,  Location: 1.3 MI E JCT I565 * SR53 (Lat: 34.726667,  Lng: -86.606667),  Route carried "on" structure: Spur Interstate 565,  Year Built: 1991,  Status: Open,  Structure Length: 394.53m (1294.39ft),  Average Daily Traffic: 93,411 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 130,775 (year 2038),  Design Load: HS 20,  Features Intersected: N/S R.R / CITY STREETS
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 29.527,  Lanes on structure: 3,  Lanes under structure: 67,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 47,  Number Of Approach Spans: 69,  Length of Maximum Span: 90.2m (295.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 35.3 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 394.53m (1294.39ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Bridge Improvement Cost: $113,622,000,  Roadway Improvement Cost: $11,362,000,  Total Project Cost: $124,984,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15821,  Location: 1.3 MI E JCT I565 * SR53 (Lat: 34.726667,  Lng: -86.606667),  Route carried "on" structure: Spur Interstate 565,  Year Built: 1991,  Status: Open,  Structure Length: 391.33m (1283.89ft),  Average Daily Traffic: 93,411 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 130,775 (year 2038),  Design Load: HS 20,  Features Intersected: N/S R.R / CITY STREETS
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 29.533,  Lanes on structure: 3,  Lanes under structure: 62,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 48,  Number Of Approach Spans: 67,  Length of Maximum Span: 67.4m (221.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 38.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.9 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,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 391.33m (1283.89ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Bridge Improvement Cost: $112,700,000,  Roadway Improvement Cost: $11,270,000,  Total Project Cost: $123,970,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15823,  Location: 3 MI E JCT I565 * SR53 (Lat: 34.755150,  Lng: -86.569006),  Route carried "on" structure: Spur Interstate 565,  Year Built: 1991,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 41,462 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 58,047 (year 2040),  Design Load: HS 20,  Features Intersected: CHAPMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.408,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 24.8m (81.4ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.04m (9.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,794,000,  Roadway Improvement Cost: $179,000,  Total Project Cost: $1,973,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15854,  Location: 0.1 MILE WEST US231 (Lat: 34.666667,  Lng: -86.573333),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 1,580 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,212 (year 2035),  Design Load: HS 20,  Features Intersected: UNNAMED TRIBUTARY,  Facility Carried by Structure: CHRIS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 78.6 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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.84m (6.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $679,000,  Roadway Improvement Cost: $68,000,  Total Project Cost: $747,000 ( Estimate for 2022)

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Structure Number: 15855,  Location: O.5M E/BAILEY COVE (Lat: 34.655000,  Lng: -86.575000),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 700 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,610 (year 2038),  Design Load: HS 20,  Features Intersected: UNNAMED TRIBUTARY,  Facility Carried by Structure: WILLOWBROOK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 12.2m (40.0ft),  Right: 12.2m (40.0ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 40.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.0 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: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $429,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $472,000 ( Estimate for 2022)

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Structure Number: 15856,  Location: 1.0M W/US231 (Lat: 34.616842,  Lng: -86.566861),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 560 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 784 (year 2035),  Design Load: HS 20,  Features Intersected: UNNAMED TRIBUTARY,  Facility Carried by Structure: ST ALBAN DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 45.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.41m (4.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $415,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $457,000 ( Estimate for 2022)

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Structure Number: 15932,  Location: 1.6 MI E JCT I565 * SR 53 (Lat: 34.730000,  Lng: -86.603333),  Route carried "on" structure: Ramp Interstate 565,  Year Built: 1991,  Status: Open,  Structure Length: 15.18m (49.80ft),  Average Daily Traffic: 9,000 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,500 (year 2038),  Design Load: HS 20,  Features Intersected: PULASKI PIKE; HOLMES AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.984,  Lanes on structure: 1,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 57.9m (190.0ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 62.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 15.95m (52.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,953,000,  Roadway Improvement Cost: $295,000,  Total Project Cost: $3,248,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15933,  Location: 1.7 MI E JCT I565 * SR 53 (Lat: 34.730975,  Lng: -86.600497),  Route carried "on" structure: Ramp Interstate 565,  Year Built: 1991,  Status: Open,  Structure Length: 8.75m (28.71ft),  Average Daily Traffic: 9,000 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,000 (year 2038),  Design Load: HS 20,  Features Intersected: PULASKI PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.261,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 50.9m (167.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: 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,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.73m (31.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,736,000,  Roadway Improvement Cost: $274,000,  Total Project Cost: $3,010,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15937,  Location: 1.86 MI E JCT I565 * SR53 (Lat: 34.733333,  Lng: -86.598333),  Route carried "on" structure: Ramp Interstate 565,  Year Built: 1991,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 1,258 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,761 (year 2040),  Design Load: HS 20,  Features Intersected: NONE,  Facility Carried by Structure: R5(US231S-RAMP6E)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.475,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.79m (12.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $831,000,  Roadway Improvement Cost: $83,000,  Total Project Cost: $914,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place