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

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Structure Number: 8113,  Location: 0.1 MI E I-10 (Lat: 30.583400,  Lng: -88.170167),  Route carried "on" structure: US 90,  Year Built: 1952,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 23,830 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 35,745 (year 2039),  Design Load: HS 20,  Features Intersected: RATTLESNAKE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.130,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 60.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 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: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,026,000,  Roadway Improvement Cost: $103,000,  Total Project Cost: $1,129,000 ( Estimate for 2022)

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Structure Number: 8124,  Location: 8.4 MI E MISS ST LINE (Lat: 30.520600,  Lng: -88.270811),  Route carried "on" structure: Interstate 10,  Year Built: 1964,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 22,522 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 33,783 (year 2040),  Design Load: HS 20,  Features Intersected: MARCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.518,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.44m (17.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,753,000,  Roadway Improvement Cost: $175,000,  Total Project Cost: $1,928,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8125,  Location: 8.4 MI E MISS ST LINE (Lat: 30.520414,  Lng: -88.270650),  Route carried "on" structure: Interstate 10,  Year Built: 1964,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 22,522 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 33,783 (year 2040),  Design Load: HS 20,  Features Intersected: MARCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.518,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.44m (17.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,753,000,  Roadway Improvement Cost: $175,000,  Total Project Cost: $1,928,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8128,  Location: 3.4 MI W US 90 (Lat: 30.550853,  Lng: -88.214978),  Route carried "on" structure: Interstate 10,  Year Built: 1964,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 27,272 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 40,908 (year 2040),  Design Load: HS 20,  Features Intersected: HIGHLAND BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.837,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 86.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.0 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: 1.41m (4.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $490,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $539,000 ( Estimate for 2022)

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Structure Number: 8129,  Location: 3.4 MI W US 90 (Lat: 30.549956,  Lng: -88.215144),  Route carried "on" structure: Interstate 10,  Year Built: 1964,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 27,272 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 40,908 (year 2040),  Design Load: HS 20,  Features Intersected: HIGHLAND BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.755,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.41m (4.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $514,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $565,000 ( Estimate for 2022)

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Structure Number: 8131,  Location: 1.4 MI W US 90 (Lat: 30.568853,  Lng: -88.189867),  Route carried "on" structure: Interstate 10,  Year Built: 1964,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 62,641 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 93,962 (year 2040),  Design Load: HS 20,  Features Intersected: RABBIT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.956,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $2,826,000,  Roadway Improvement Cost: $283,000,  Total Project Cost: $3,109,000 ( Estimate for 2022)

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Structure Number: 8137,  Location: 0.4 MI E US 90 (Lat: 30.583781,  Lng: -88.165017),  Route carried "on" structure: Interstate 10,  Year Built: 1964,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 72,338 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 108,507 (year 2040),  Design Load: HS 20,  Features Intersected: RATTLESNAKE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.864,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 41.4m (135.8ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,695,000,  Roadway Improvement Cost: $170,000,  Total Project Cost: $1,865,000 ( Estimate for 2022)

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Structure Number: 8138,  Location: 3 MI E US 90 (Lat: 30.614025,  Lng: -88.140006),  Route carried "on" structure: Interstate 10,  Year Built: 1964,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 88,617 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 132,926 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.942,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 74.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.41m (4.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,787,000,  Roadway Improvement Cost: $179,000,  Total Project Cost: $1,966,000 ( Estimate for 2022)

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Structure Number: 12228,  Location: TILLMAN'S CORNER (Lat: 30.595386,  Lng: -88.153856),  Route carried "on" structure: State highway 193,  Year Built: 1979,  Status: Open,  Structure Length: 12.13m (39.80ft),  Average Daily Traffic: 12,104 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,155 (year 2039),  Design Load: HS 20,  Features Intersected: I-10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.049,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 12.98m (42.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $4,806,000,  Roadway Improvement Cost: $481,000,  Total Project Cost: $5,287,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12229,  Location: TILLMAN'S CORNER (Lat: 30.595544,  Lng: -88.153753),  Route carried "on" structure: State highway 193,  Year Built: 1979,  Status: Open,  Structure Length: 12.13m (39.80ft),  Average Daily Traffic: 12,104 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,155 (year 2039),  Design Load: HS 20,  Features Intersected: I-10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.055,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.7m (127.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 12.98m (42.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $4,806,000,  Roadway Improvement Cost: $481,000,  Total Project Cost: $5,287,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12573,  Location: 0.8 MI E OF COUNTY RD 39 (Lat: 30.555331,  Lng: -88.234483),  Route carried "on" structure: County highway 28,  Year Built: 1981,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 7,086 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,529 (year 2040),  Design Load: H 15,  Features Intersected: FOWL RIVER,  Facility Carried by Structure: OLD PASCAGOULA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.800,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.5 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: Better than present minimum criteria,  Length Of Structure Improvement: 4.58m (15.03ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Underwater Inspection Date: May 2020,  Bridge Improvement Cost: $879,000,  Roadway Improvement Cost: $88,000,  Total Project Cost: $967,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12574,  Location: 1.7 MI W HWY 90 (Lat: 30.573344,  Lng: -88.193264),  Route carried "on" structure: County highway 28,  Year Built: 1981,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 7,418 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,023 (year 2040),  Design Load: HS 20,  Features Intersected: RABBIT CREEK,  Facility Carried by Structure: OLD PASCAGOULA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 62.8 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.00m (9.84ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Underwater Inspection Date: May 2020,  Bridge Improvement Cost: $575,000,  Roadway Improvement Cost: $58,000,  Total Project Cost: $633,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 14819,  Location: 0.2 MI E. MCDONALD RD. (Lat: 30.579133,  Lng: -88.237997),  Route carried "on" structure: County highway 30000,  Year Built: 1989,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 3,821 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,678 (year 2040),  Design Load: HS 20,  Features Intersected: FOWL RIVER,  Facility Carried by Structure: THEODOREDAWES RD W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.81m (5.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $521,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $573,000 ( Estimate for 2022)

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Structure Number: 15785,  Location: 1.2 MI. N. CO. 28 (Lat: 30.567833,  Lng: -88.241997),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 7,303 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,852 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: MCDONALD ROAD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 1.199,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.1m (13.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $491,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $540,000 ( Estimate for 2022)

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Structure Number: 17118,  Location: 275 M S OF DAWES RD (Lat: 30.583806,  Lng: -88.288267),  Route carried "on" structure: County highway ,  Year Built: 1997,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 416 (year 2020),  Average Future Daily Traffic: 618 (year 2040),  Design Load: HS 20,  Features Intersected: BAKER CREEK,  Facility Carried by Structure: WEAR RD
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.3 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: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $353,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $388,000 ( Estimate for 2022)

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Structure Number: 17196,  Location: 2.4 MI W US 90 (Lat: 30.559678,  Lng: -88.202994),  Route carried "on" structure: County highway 32,  Year Built: 1999,  Status: Open,  Structure Length: 10.00m (32.81ft),  Average Daily Traffic: 15,645 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,468 (year 2040),  Design Load: HS 20,  Features Intersected: I-10,  Facility Carried by Structure: THEODORE DAWES RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 27.6m (90.6ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 27.6m (90.6ft),  Out-to-Out Width: 28.4m (93.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 73.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 10.93m (35.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $6,968,000,  Roadway Improvement Cost: $697,000,  Total Project Cost: $7,665,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17511,  Location: 300' S HOLLY POINT DR S (Lat: 30.604114,  Lng: -88.257414),  Route carried "on" structure: County highway ,  Year Built: 1945,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 3,415 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,075 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH OF TURKEY CREEK,  Facility Carried by Structure: DAWES RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.7m (25.3ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 60.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.1 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: 1.23m (4.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $298,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $328,000 ( Estimate for 2022)

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Structure Number: 1775,  Location: 0.4 MI N. DAWES RD (Lat: 30.589656,  Lng: -88.292419),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 3.65m (11.98ft),  Average Daily Traffic: 371 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 551 (year 2040),  Design Load: HS 20,  Features Intersected: BAKER CREEK,  Facility Carried by Structure: BAIRD-COXWELL RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.299,  Lanes on structure: 2,  Toll: Toll bridge is a segment,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $940,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $1,034,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 18396,  Location: 10.4 MI E MISS STATELINE (Lat: 30.537697,  Lng: -88.240189),  Route carried "on" structure: County highway 39,  Year Built: 2005,  Status: Open,  Structure Length: 13.41m (44.00ft),  Average Daily Traffic: 5,230 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,845 (year 2040),  Design Load: HS 20,  Features Intersected: I-10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.7m (48.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 72.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.6 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: Better than present minimum criteria,  Length Of Structure Improvement: 14.22m (46.65ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $5,266,000,  Roadway Improvement Cost: $527,000,  Total Project Cost: $5,793,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18397,  Location: 10.4 MI E MISS.STATE LINE (Lat: 30.537842,  Lng: -88.239900),  Route carried "on" structure: County highway 39,  Year Built: 2004,  Status: Open,  Structure Length: 13.41m (44.00ft),  Average Daily Traffic: 5,230 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,245 (year 2040),  Design Load: HS 20,  Features Intersected: I-10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 72.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.6 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 desirable criteria,  Length Of Structure Improvement: 14.22m (46.65ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $5,266,000,  Roadway Improvement Cost: $527,000,  Total Project Cost: $5,793,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 19381,  Location: .2MI. W. OF MCDONALD RD (Lat: 30.574364,  Lng: -88.244842),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,491 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,216 (year 2040),  Design Load: HS 20,  Features Intersected: PRIVATE LAKE SPILLWAY,  Facility Carried by Structure: BELMONT PARK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $281,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $309,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 19832,  Location: I-10 @ US 90 INTERCHANGE (Lat: 30.580683,  Lng: -88.170850),  Route carried "on" structure: Interstate 10,  Year Built: 2012,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 79,008 (year 2018),  Truck Traffic: 21%,  Average Future Daily Traffic: 118,512 (year 2038),  Design Load: HS 20,  Features Intersected: US 90 EBL * WBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.209,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 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: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 10.69m (35.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $3,080,000,  Roadway Improvement Cost: $308,000,  Total Project Cost: $3,388,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 20225,  Location: .3 MILES S. OF MARCH RD. (Lat: 30.569778,  Lng: -88.288722),  Route carried "on" structure: County highway 34,  Year Built: 1964,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,456 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,164 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB. TO BAKER CREEK,  Facility Carried by Structure: BEN HAMILTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 35.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.62m (5.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $393,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $432,000 ( Estimate for 2022)

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Structure Number: 20959,  Location: 0.3 Miles North of I-10 (Lat: 30.524097,  Lng: -88.273658),  Route carried "on" structure: County highway 17,  Year Built: 2014,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 1,423 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,115 (year 2040),  Design Load: HS 20,  Features Intersected: Jackson Creek,  Facility Carried by Structure: March Road
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.299,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.58m (15.03ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Underwater Inspection Date: July 2020,  Bridge Improvement Cost: $880,000,  Roadway Improvement Cost: $88,000,  Total Project Cost: $968,000 ( Estimate for 2022)

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Structure Number: 8124,  Location: 8.4 MI E MISS ST LINE (Lat: 30.520600,  Lng: -88.270811),  Route carried "under" structure: County highway 17,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 1,958 (year 2020),  Truck Traffic: 1%,  Features Intersected: MARCH ROAD,  Facility Carried by Structure: I-10 WB
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 8125,  Location: 8.4 MI E MISS ST LINE (Lat: 30.520414,  Lng: -88.270650),  Route carried "under" structure: County highway 17,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 2,006 (year 2020),  Truck Traffic: 1%,  Features Intersected: MARCH ROAD,  Facility Carried by Structure: I-10 EB
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 12228,  Location: TILLMAN'S CORNER (Lat: 30.595386,  Lng: -88.153856),  Route carried "under" structure: Interstate 10,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 96,787 (year 2019),  Truck Traffic: 11%,  Features Intersected: I-10,  Facility Carried by Structure: SR 193 SB
Minimum Vertical Clearance: 5.17m (16.96ft),  Kilometerpoint: 28.199,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 12229,  Location: TILLMAN'S CORNER (Lat: 30.595544,  Lng: -88.153753),  Route carried "under" structure: Interstate 10,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 96,787 (year 2019),  Truck Traffic: 11%,  Features Intersected: I-10,  Facility Carried by Structure: SR 193 NB
Minimum Vertical Clearance: 5.32m (17.45ft),  Kilometerpoint: 28.199,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 17196,  Location: 2.4 MI W US 90 (Lat: 30.559678,  Lng: -88.202994),  Route carried "under" structure: Interstate 10,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 54,543 (year 2020),  Truck Traffic: 24%,  Features Intersected: I-10,  Facility Carried by Structure: THEODORE DAWES RD
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 21.388,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 18396,  Location: 10.4 MI E MISS STATELINE (Lat: 30.537697,  Lng: -88.240189),  Route carried "under" structure: Interstate 10,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 45,043 (year 2020),  Truck Traffic: 28%,  Features Intersected: I-10,  Facility Carried by Structure: CO RD 39 SB
Minimum Vertical Clearance: 5.37m (17.62ft),  Kilometerpoint: 16.708,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 18397,  Location: 10.4 MI E MISS.STATE LINE (Lat: 30.537842,  Lng: -88.239900),  Route carried "under" structure: Interstate 10,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 45,043 (year 2020),  Truck Traffic: 28%,  Features Intersected: I-10,  Facility Carried by Structure: CO RD 39 NB
Minimum Vertical Clearance: 5.81m (19.06ft),  Kilometerpoint: 16.708,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 19832,  Location: I-10 @ US 90 INTERCHANGE (Lat: 30.580683,  Lng: -88.170850),  Route carried "under" structure: US 90,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 26,302 (year 2018),  Truck Traffic: 5%,  Features Intersected: US 90 EBL * WBL,  Facility Carried by Structure: I-10 EBL * WBL
Minimum Vertical Clearance: 4.86m (15.94ft),  Kilometerpoint: 27.969,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)