Bridge Statistics for Mantachie, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 21000780291005,  Location: 2.9 MI E LEE CL (Lat: 34.270783,  Lng: -88.494833),  Route carried "on" structure: Interstate 22,  Year Built: 1983,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 26,000 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 36,000 (year 2040),  Design Load: HS 20,  Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.637,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 21000780291008A,  Location: 3.2 MI E LEE CL (Lat: 34.270100,  Lng: -88.489328),  Route carried "on" structure: Interstate 22,  Year Built: 1980,  Status: Open,  Structure Length: 10.13m (33.23ft),  Average Daily Traffic: 13,000 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 18,000 (year 2040),  Design Load: HS 20,  Features Intersected: MANTACHIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.323,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 70.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000780291008B,  Location: 3.2 MI E LEE CL (Lat: 34.269997,  Lng: -88.490183),  Route carried "on" structure: Interstate 22,  Year Built: 1980,  Status: Open,  Structure Length: 10.13m (33.23ft),  Average Daily Traffic: 13,000 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 18,000 (year 2040),  Design Load: HS 20,  Features Intersected: MANTACHIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.073,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 70.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000780291011A,  Location: 3.5 MI E LEE CL (Lat: 34.269222,  Lng: -88.484333),  Route carried "on" structure: Interstate 22,  Year Built: 1980,  Status: Open,  Structure Length: 6.14m (20.14ft),  Average Daily Traffic: 13,000 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 18,000 (year 2040),  Design Load: HS 20,  Features Intersected: MANTACHIE CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.853,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.3m (40.4ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 58.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000780291011B,  Location: 3.5 MI E LEE CL (Lat: 34.269125,  Lng: -88.485050),  Route carried "on" structure: Interstate 22,  Year Built: 1980,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 13,000 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 18,000 (year 2040),  Design Load: HS 20,  Features Intersected: MANTACHIE CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.555,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.0m (39.4ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31003630290052,  Location: 0.4 MI S SR 371 (Lat: 34.316822,  Lng: -88.485825),  Route carried "on" structure: State highway 363,  Year Built: 1987,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 1,600 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,600 (year 2040),  Design Load: HS 20,  Features Intersected: TISHTONY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.245,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 31003630290113,  Location: 5.7 MI N SR 371 (Lat: 34.386331,  Lng: -88.536572),  Route carried "on" structure: State highway 363,  Year Built: 1965,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 1,200 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,200 (year 2040),  Design Load: HS 15,  Features Intersected: MANTACHIE CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.095,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 55.2 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $45,000,000,  Roadway Improvement Cost: $130,000,000,  Total Project Cost: $203,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31003630290114,  Location: 5.8 MI N SR 371 (Lat: 34.386317,  Lng: -88.538522),  Route carried "on" structure: State highway 363,  Year Built: 1965,  Status: Posted for load,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 1,200 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,200 (year 2040),  Design Load: HS 15,  Features Intersected: MANTACHIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.276,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 19.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $45,000,000,  Roadway Improvement Cost: $130,000,000,  Total Project Cost: $203,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31003700410526,  Location: 1.3 MI W US 45 (Lat: 34.508969,  Lng: -88.691292),  Route carried "on" structure: State highway 370,  Year Built: 1956,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 1,600 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,600 (year 2040),  Design Load: H 15,  Features Intersected: CAMPBELL TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.983,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 72.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 31003710290244,  Location: 2.1 MI N LEE CL (Lat: 34.309475,  Lng: -88.510639),  Route carried "on" structure: State highway 371,  Year Built: 1984,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 5,900 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,900 (year 2040),  Design Load: HS 20,  Features Intersected: MANTACHIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.933,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 37,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 51.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31003710290261,  Location: 0.2 MI N SR 363 (Lat: 34.324106,  Lng: -88.488489),  Route carried "on" structure: State highway 371,  Year Built: 1957,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,400 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,400 (year 2040),  Design Load: H 15,  Features Intersected: TISHTONY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.661,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 37,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 34.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.4 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 31003710290283,  Location: 2.4 MI N SR 363 (Lat: 34.349444,  Lng: -88.473861),  Route carried "on" structure: State highway 371,  Year Built: 1957,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 1,900 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,900 (year 2040),  Design Load: H 15,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.827,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 37,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 65.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 31003710290303,  Location: 4.4 MI N SR 363 (Lat: 34.378725,  Lng: -88.462297),  Route carried "on" structure: State highway 371,  Year Built: 1984,  Status: Open,  Structure Length: 1.17m (3.84ft),  Average Daily Traffic: 1,400 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,400 (year 2040),  Design Load: HS 20,  Features Intersected: TWENTY MILE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.409,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 37,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 31003710290304,  Location: 4.5 MI N SR 363 (Lat: 34.380758,  Lng: -88.461644),  Route carried "on" structure: State highway 371,  Year Built: 1984,  Status: Open,  Structure Length: 11.02m (36.15ft),  Average Daily Traffic: 1,400 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,400 (year 2040),  Design Load: HS 20,  Features Intersected: TWENTY MILE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.642,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 37,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31003710290308,  Location: 4.9 MI N SR 363 (Lat: 34.385989,  Lng: -88.461353),  Route carried "on" structure: State highway 371,  Year Built: 1984,  Status: Open,  Structure Length: 7.73m (25.36ft),  Average Daily Traffic: 1,400 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,400 (year 2040),  Design Load: HS 20,  Features Intersected: TWENTY MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.225,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 37,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 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: 33.5m (109.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 56.2 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2020,  Underwater Inspection Date: July 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 3100371029031,  Location: 5.1 MI N SR 363 (Lat: 34.388344,  Lng: -88.461311),  Route carried "on" structure: State highway 371,  Year Built: 1984,  Status: Open,  Structure Length: 8.58m (28.15ft),  Average Daily Traffic: 1,400 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,400 (year 2040),  Design Load: HS 20,  Features Intersected: TWENTY MILE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.486,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 37,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 57.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31003710290313,  Location: 5.4 MI N SR 363 (Lat: 34.392364,  Lng: -88.461242),  Route carried "on" structure: State highway 371,  Year Built: 1984,  Status: Open,  Structure Length: 8.58m (28.15ft),  Average Daily Traffic: 1,400 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,400 (year 2040),  Design Load: HS 20,  Features Intersected: TWENTY MILE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.933,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 37,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 57.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 41000780290993,  Location: 1.7 MI E LEE CL (Lat: 34.273861,  Lng: -88.515222),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 12.65m (41.50ft),  Average Daily Traffic: 1,200 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,200 (year 2040),  Design Load: HS 20,  Features Intersected: I 22,  Facility Carried by Structure: FAWN GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.448,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  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: 34.4m (112.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 41000780291015,  Location: 4.0 MI E LEE CL (Lat: 34.266542,  Lng: -88.478028),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 12.89m (42.29ft),  Average Daily Traffic: 510 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 510 (year 2040),  Design Load: HS 20,  Features Intersected: I 22,  Facility Carried by Structure: CHRISTIAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.239,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 58.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: SA2900000000015,  Location: SEC 25 T 8S R 7E B (Lat: 34.362311,  Lng: -88.521217),  Route carried "on" structure: County highway 1019,  Year Built: 1965,  Status: Closed,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 550 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 825 (year 2035),  Design Load: H 15,  Features Intersected: MANTACHIE CREEK,  Facility Carried by Structure: CENTERVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Serious,  Channel: Good,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 4.27m (14.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $255,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $314,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: SA2900000000016,  Location: SEC 26 T 8S R 7E B (Lat: 34.362522,  Lng: -88.542153),  Route carried "on" structure: County highway 1019,  Year Built: 1969,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 550 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 825 (year 2036),  Design Load: H 15,  Features Intersected: UNNAMED CREEK,  Facility Carried by Structure: CENTERVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.321,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 37.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $218,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $269,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA2900000000017,  Location: SEC 26 T 8S R 7E B (Lat: 34.352361,  Lng: -88.542278),  Route carried "on" structure: County highway 1020,  Year Built: 1980,  Status: Open,  Structure Length: 1.32m (4.33ft),  Average Daily Traffic: 860 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,290 (year 2043),  Design Load: HS 20,  Features Intersected: UNNAMED CREEK,  Facility Carried by Structure: COUNTY LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.218,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 66.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: SA290000000004,  Location: SEC 1 T 9S R 7E B (Lat: 34.330819,  Lng: -88.513786),  Route carried "on" structure: County highway 269,  Year Built: 1982,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 150 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 225 (year 2035),  Design Load: HS 15,  Features Intersected: MANTACHIE CREEK,  Facility Carried by Structure: SHILOH/MANTACHIE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.057,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 49.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA2900000000041,  Location: SEC 1 T 9S R 7E B (Lat: 34.336944,  Lng: -88.514722),  Route carried "on" structure: County highway 271,  Year Built: 2004,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 100 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 150 (year 2035),  Design Load: HS 20,  Features Intersected: MANTACHIE CREEK,  Facility Carried by Structure: MANTACHIE CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.218,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 62.1 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 desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA2900000000042,  Location: SEC 11 T 9S R 7E B (Lat: 34.315278,  Lng: -88.527222),  Route carried "on" structure: County highway 861,  Year Built: 1985,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 870 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,305 (year 2035),  Design Load: HS 20,  Features Intersected: SAND CREEK,  Facility Carried by Structure: SHILOH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.804,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 63.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA2900000000043,  Location: SEC 11 T 9S R 7E (Lat: 34.318889,  Lng: -88.536111),  Route carried "on" structure: County highway 266,  Year Built: 2001,  Status: Open,  Structure Length: 3.71m (12.17ft),  Average Daily Traffic: 125 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 188 (year 2035),  Design Load: HS 20,  Features Intersected: SAND CREEK,  Facility Carried by Structure: SHILOH CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 65.0 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA2900000000044,  Location: SEC 11 T 9S R 7E (Lat: 34.321000,  Lng: -88.541389),  Route carried "on" structure: County highway 267,  Year Built: 1997,  Status: Open,  Structure Length: 3.10m (10.17ft),  Average Daily Traffic: 50 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 75 (year 2035),  Design Load: HS 20,  Features Intersected: SAND CREEK,  Facility Carried by Structure: SHILOH CEMETERY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.643,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 62.1 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 desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA2900000000046,  Location: SEC 5 T 9S R 8E (Lat: 34.325611,  Lng: -88.490389),  Route carried "on" structure: City street 602,  Year Built: 2010,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 200 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 300 (year 2035),  Design Load: HS 20,  Features Intersected: TISHTONY CREEK,  Facility Carried by Structure: MUSTANG DRIVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 53.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: SA2900000000047,  Location: SEC 5 T 9S R 8E (Lat: 34.327278,  Lng: -88.491056),  Route carried "on" structure: City street 3008,  Year Built: 1999,  Status: Open,  Structure Length: 1.08m (3.54ft),  Average Daily Traffic: 80 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 120 (year 2035),  Design Load: HS 20,  Features Intersected: TISHTONY CREEK,  Facility Carried by Structure: PARK STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.160,  Lanes on structure: 2,  Owner: County 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: 4.9m (16.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: SA2900000000048,  Location: SEC 7 T 9S R 8E (Lat: 34.312500,  Lng: -88.493889),  Route carried "on" structure: City street 3,  Year Built: 2009,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 45 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 68 (year 2035),  Design Load: HS 20,  Features Intersected: UNNAMED CREEK,  Facility Carried by Structure: SONNY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.482,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 61.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: SA2900000000049,  Location: SEC 16 T 9S R 8E B (Lat: 34.298361,  Lng: -88.457056),  Route carried "on" structure: County highway 1016,  Year Built: 1994,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 550 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 825 (year 2035),  Design Load: HS 20,  Features Intersected: UNNAMED CREEK,  Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: Good,  Operating Rating: 61.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: SA2900000000138,  Location: SEC 30 T 9S R 8E B (Lat: 34.265472,  Lng: -88.509528),  Route carried "on" structure: County highway 252,  Year Built: 1996,  Status: Posted for load,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 440 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 660 (year 2043),  Design Load: H 10,  Features Intersected: UNNAMED CREEK,  Facility Carried by Structure: FAWN GROVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 6.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 2.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $103,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $126,000 ( Estimate for 2016),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA4100000000056,  Location: SEC 27 T 8S R 7E (Lat: 34.360611,  Lng: -88.552028),  Route carried "on" structure: County highway 144,  Year Built: 2010,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 60 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 90 (year 2035),  Design Load: HL 93,  Features Intersected: PATCH CREEK,  Facility Carried by Structure: CR 1543
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.057,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA4100000000057,  Location: SEC 34 T 8S R 7E (Lat: 34.342742,  Lng: -88.559892),  Route carried "on" structure: County highway 143,  Year Built: 2007,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 40 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 60 (year 2035),  Design Load: HS 20,  Features Intersected: SAND CREEK,  Facility Carried by Structure: CR 1830
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.804,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 68.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: SA4100000000104,  Location: SEC 3 T 9S R 7E B (Lat: 34.334389,  Lng: -88.554417),  Route carried "on" structure: County highway 861,  Year Built: 1961,  Status: Posted for load,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 955 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,440 (year 2040),  Design Load: H 15,  Features Intersected: SAND CREEK,  Facility Carried by Structure: CR 1498
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.093,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 25.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 2.38m (7.81ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $142,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $175,000 ( Estimate for 2017),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 41000780290993,  Location: 1.7 MI E LEE CL (Lat: 34.274519,  Lng: -88.515650),  Route carried "under" structure: Interstate 22,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 12,500 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 22,  Facility Carried by Structure: FAWN GROVE RD
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 32.797,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 41000780290993,  Location: 1.7 MI E LEE CL (Lat: 34.274250,  Lng: -88.515481),  Route carried "under" structure: Interstate 22,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 12,500 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 22,  Facility Carried by Structure: FAWN GROVE RD
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 2.696,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 41000780291015,  Location: 4.0 MI E LEE CL (Lat: 34.265761,  Lng: -88.478131),  Route carried "under" structure: Interstate 22,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 22,  Facility Carried by Structure: CHRISTIAN ROAD
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 6.304,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 41000780291015,  Location: 4.0 MI E LEE CL (Lat: 34.266050,  Lng: -88.478089),  Route carried "under" structure: Interstate 22,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 22,  Facility Carried by Structure: CHRISTIAN ROAD
Minimum Vertical Clearance: 6.98m (22.90ft),  Kilometerpoint: 29.173,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)