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

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Structure Number: 21000110180763,  Location: 0.5 MI S SR 42 EAST (Lat: 31.342953,  Lng: -89.280811),  Route carried "on" structure: US 11,  Year Built: 1978,  Status: Open,  Structure Length: 31.76m (104.20ft),  Average Daily Traffic: 9,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,500 (year 2040),  Design Load: HS 20,  Features Intersected: LEAF RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.109,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 12,  Length of Maximum Span: 54.9m (180.1ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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: March 2020,  Underwater Inspection Date: May 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2100011018078,  Location: 0.3 MI N SR 42 (Lat: 31.362825,  Lng: -89.269636),  Route carried "on" structure: US 11,  Year Built: 2013,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 5,100 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,100 (year 2040),  Design Load: HL 93,  Features Intersected: GREENS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.787,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 44.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior 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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000420180604A,  Location: 0.8 MI W US 11 (Lat: 31.359617,  Lng: -89.279853),  Route carried "on" structure: State highway 42,  Year Built: 2006,  Status: Open,  Structure Length: 43.50m (142.72ft),  Average Daily Traffic: 8,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,000 (year 2040),  Design Load: HS 20,  Features Intersected: LEAF RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.107,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 16,  Length of Maximum Span: 60.0m (196.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 69.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000420180604B,  Location: 0.8 MI W US 11 (Lat: 31.359531,  Lng: -89.284439),  Route carried "on" structure: State highway 42,  Year Built: 2006,  Status: Open,  Structure Length: 43.50m (142.72ft),  Average Daily Traffic: 8,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,000 (year 2040),  Design Load: HS 20,  Features Intersected: LEAF RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.540,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 16,  Length of Maximum Span: 60.0m (196.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 69.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000420180607A,  Location: 0.5 MI W US 11 (Lat: 31.359533,  Lng: -89.277025),  Route carried "on" structure: State highway 42,  Year Built: 2006,  Status: Open,  Structure Length: 15.00m (49.21ft),  Average Daily Traffic: 8,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,000 (year 2040),  Design Load: HS 20,  Features Intersected: GREENS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.838,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 30.0m (98.4ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 65.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000420180607B,  Location: 0.5 MI W US 11 (Lat: 31.359342,  Lng: -89.278606),  Route carried "on" structure: State highway 42,  Year Built: 2006,  Status: Open,  Structure Length: 15.00m (49.21ft),  Average Daily Traffic: 8,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,000 (year 2040),  Design Load: HS 20,  Features Intersected: GREENS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.095,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 30.0m (98.4ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 65.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000420180612A,  Location: SR 42 OVER US 11 & AGS RR (Lat: 31.359275,  Lng: -89.269206),  Route carried "on" structure: State highway 42,  Year Built: 2006,  Status: Open,  Structure Length: 14.40m (47.24ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,500 (year 2040),  Design Load: HS 20,  Features Intersected: US 11 & AGS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.096,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 10 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: 42.0m (137.8ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 64.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000420180612B,  Location: SR 42 OVER US 11 & AGS RR (Lat: 31.359072,  Lng: -89.270769),  Route carried "on" structure: State highway 42,  Year Built: 2006,  Status: Open,  Structure Length: 14.40m (47.24ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,500 (year 2040),  Design Load: HS 20,  Features Intersected: US 11 & AGS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.842,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 10 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: 42.0m (137.8ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 64.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000420180614A,  Location: 0.2 MI E US 11 (Lat: 31.359158,  Lng: -89.265989),  Route carried "on" structure: State highway 42,  Year Built: 2007,  Status: Open,  Structure Length: 10.57m (34.68ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,500 (year 2040),  Design Load: HS 20,  Features Intersected: GREENS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.789,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 30.0m (98.4ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 66.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000420180614B,  Location: 0.2 MI E US 11 (Lat: 31.358964,  Lng: -89.267086),  Route carried "on" structure: State highway 42,  Year Built: 2007,  Status: Open,  Structure Length: 10.57m (34.68ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,500 (year 2040),  Design Load: HS 20,  Features Intersected: GREENS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.193,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 30.0m (98.4ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 66.5 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: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000420180621A,  Location: 0.9 MI E US 11 (Lat: 31.355517,  Lng: -89.255439),  Route carried "on" structure: State highway 42,  Year Built: 2007,  Status: Open,  Structure Length: 7.57m (24.84ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,500 (year 2040),  Design Load: HS 20,  Features Intersected: GREENS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.694,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 29.8m (97.8ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 67.3 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: 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 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000420180621B,  Location: 0.9 MI E US 11 (Lat: 31.355589,  Lng: -89.256161),  Route carried "on" structure: State highway 42,  Year Built: 2007,  Status: Open,  Structure Length: 7.57m (24.84ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,500 (year 2040),  Design Load: HS 20,  Features Intersected: GREENS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.315,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 29.8m (97.8ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 67.3 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: 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 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000420180631,  Location: 1.9 MI E US 11 (Lat: 31.351283,  Lng: -89.239253),  Route carried "on" structure: State highway 42,  Year Built: 2007,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 17,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DRY PRONG CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.016,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Good,  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 2020

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Structure Number: 31000420180636,  Location: 2.3 MI E US 11 (Lat: 31.350425,  Lng: -89.232936),  Route carried "on" structure: State highway 42,  Year Built: 2007,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 15,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DRY PRONG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.624,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: Febuary 2020

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Structure Number: 31000420180666,  Location: 5.5 MI E US 11 (Lat: 31.351150,  Lng: -89.179219),  Route carried "on" structure: State highway 42,  Year Built: 1951,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 15,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,000 (year 2040),  Design Load: H 15,  Features Intersected: REESE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.742,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 40.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.1 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: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $52,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $300,000,000

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Structure Number: SA1800000000001,  Location: SEC 2 T 1N R12W (Lat: 31.073828,  Lng: -89.167167),  Route carried "on" structure: County highway 194,  Year Built: 1970,  Status: Posted for load,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 100 (year 2018),  Average Future Daily Traffic: 150 (year 2038),  Design Load: H 15,  Features Intersected: POPLAR CREEK,  Facility Carried by Structure: GRAPEVINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.804,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 25.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  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: 30.0 - 39.9% below),  Length Of Structure Improvement: 3.47m (11.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $208,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $256,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA1800000000085,  Location: SEC 2 T 4N R12W (Lat: 31.345900,  Lng: -89.172242),  Route carried "on" structure: County highway 128,  Year Built: 1978,  Status: Posted for load,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 200 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 300 (year 2041),  Design Load: H 15,  Features Intersected: REESE CREEK,  Facility Carried by Structure: TEMPLE ROAD
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),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  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: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 31.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $55,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $89,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA1800000000086,  Location: SEC 2 T 4N R12W (Lat: 31.338161,  Lng: -89.172194),  Route carried "on" structure: City street 360,  Year Built: 1984,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 100 (year 2020),  Average Future Daily Traffic: 150 (year 2040),  Design Load: H 15,  Features Intersected: REESE CREEK,  Facility Carried by Structure: COUNTRY PARK DR
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),  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: Satisfactory,  Channel: Fair,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.31m (7.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $74,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $115,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA1800000000087,  Location: SEC 8 T 4N R12W (Lat: 31.319833,  Lng: -89.228767),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Posted for load,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 100 (year 2021),  Average Future Daily Traffic: 150 (year 2041),  Design Load: H 15,  Features Intersected: DRY PRONG CREEK,  Facility Carried by Structure: DAVIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.321,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 6,  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 14.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 10.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.72m (12.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $222,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $276,000 ( Estimate for 2018),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA1800000000088,  Location: SEC 9 T 4N R12W (Lat: 31.318914,  Lng: -89.211722),  Route carried "on" structure: County highway 76,  Year Built: 1977,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 180 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 270 (year 2040),  Design Load: H 15,  Features Intersected: LOTTS CREEK,  Facility Carried by Structure: DAVIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.482,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 6,  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 52.6 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $149,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $188,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA1800000000089,  Location: SEC 11 T 4N R12W B (Lat: 31.327958,  Lng: -89.170394),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 320 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 480 (year 2038),  Design Load: HS 20,  Features Intersected: REESE CREEK,  Facility Carried by Structure: GOODLUCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 5.8m (19.0ft),  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 70.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA180000000009,  Location: SEC 11 T 4N R12W (Lat: 31.322897,  Lng: -89.178161),  Route carried "on" structure: County highway 614,  Year Built: 1978,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 420 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 630 (year 2040),  Design Load: H 15,  Features Intersected: PRINT CARTER CREEK,  Facility Carried by Structure: CARTER CUT-OFF RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.471,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.9m (19.4ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  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: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $62,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $91,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA1800000000091,  Location: SEC 13 T 4N R12W B (Lat: 31.309528,  Lng: -89.155144),  Route carried "on" structure: County highway 133,  Year Built: 1986,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 80 (year 2020),  Average Future Daily Traffic: 120 (year 2040),  Design Load: H 15,  Features Intersected: REESE CREEK,  Facility Carried by Structure: BURGER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.321,  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: 5,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 48.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA1800000000092,  Location: SEC 17 T 4N R12W (Lat: 31.312622,  Lng: -89.222000),  Route carried "on" structure: County highway 77,  Year Built: 1968,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 280 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 420 (year 2040),  Design Load: H 15,  Features Intersected: LOTTS CREEK,  Facility Carried by Structure: FORREST BARNES RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.160,  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: 6,  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 41.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 desirable criteria,  Length Of Structure Improvement: 3.72m (12.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $222,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $276,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA1800000000094,  Location: SEC 18 T 4N R12W B (Lat: 31.310550,  Lng: -89.237131),  Route carried "on" structure: City street 7189,  Year Built: 1959,  Status: Posted for load,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,500 (year 2040),  Design Load: H 15,  Features Intersected: LOTTS CREEK,  Facility Carried by Structure: SUNRISE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.874,  Lanes on structure: 2,  Owner: City or Municipal 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: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  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: 10.0 - 19.9% below),  Length Of Structure Improvement: 4.27m (14.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $174,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $249,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA1800000000107,  Location: SEC 2 T 4N R13W (Lat: 31.333175,  Lng: -89.267167),  Route carried "on" structure: City street 8782,  Year Built: 1985,  Status: Posted for load,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,300 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,430 (year 2041),  Design Load: H 15,  Features Intersected: MATTHEWS BRANCH,  Facility Carried by Structure: GEORGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 35.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 21.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $156,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA1800000000131,  Location: SEC 11 T 4N R13W (Lat: 31.326636,  Lng: -89.267175),  Route carried "on" structure: City street 8790,  Year Built: 1950,  Status: Posted for load,  Structure Length: 28.04m (91.99ft),  Average Daily Traffic: 10,000 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,000 (year 2039),  Design Load: H 15,  Features Intersected: LEAF RIVER,  Facility Carried by Structure: EAST HARDY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 18,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 17.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 10.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  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: 32.92m (108.01ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2019,  Critical Feature Inspection Date: November 2019,  Underwater Inspection Date: August 2020,  Bridge Improvement Cost: $1,736,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $2,149,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA1800000000182,  Location: SEC 11 T 5N R12W B (Lat: 31.410689,  Lng: -89.168931),  Route carried "on" structure: County highway 222,  Year Built: 2002,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 830 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,245 (year 2041),  Design Load: HS 20,  Features Intersected: GILLIS CREEK,  Facility Carried by Structure: MACEDONIA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.219,  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: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 59.8 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: Better than present minimum 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: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA1800000000183,  Location: SEC 11 T 5N R12W (Lat: 31.408528,  Lng: -89.173611),  Route carried "on" structure: County highway 55,  Year Built: 1983,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 440 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 660 (year 2040),  Design Load: H 15,  Features Intersected: GILLIS CREEK,  Facility Carried by Structure: WALTERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  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: 8.2m (26.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 37.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Length Of Structure Improvement: 2.38m (7.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $142,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $175,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA1800000000184,  Location: SEC 17 T 5N R12W (Lat: 31.395558,  Lng: -89.220689),  Route carried "on" structure: County highway 39,  Year Built: 1991,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 430 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 630 (year 2040),  Design Load: HS 20,  Features Intersected: GREENS CREEK,  Facility Carried by Structure: ROBERTSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  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: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 59.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum 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: December 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA1800000000185,  Location: SEC 21 T 5N R12W B (Lat: 31.384819,  Lng: -89.198067),  Route carried "on" structure: County highway 613,  Year Built: 1988,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 3,200 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,800 (year 2038),  Design Load: HS 20,  Features Intersected: THIRD CREEK,  Facility Carried by Structure: OLD RICHTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.299,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: 0.5m (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: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 89.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA1800000000186,  Location: SEC 23 T 5N R12W B (Lat: 31.382539,  Lng: -89.167581),  Route carried "on" structure: County highway 613,  Year Built: 1982,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 480 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 720 (year 2038),  Design Load: HS 20,  Features Intersected: MCWILLIAMS BRANCH,  Facility Carried by Structure: OLD RICHTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.196,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020

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Structure Number: SA1800000000187,  Location: SEC 26 T 5N R12W B (Lat: 31.370286,  Lng: -89.163331),  Route carried "on" structure: County highway 222,  Year Built: 1974,  Status: Posted for load,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 700 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 770 (year 2041),  Design Load: H 15,  Features Intersected: THIRD CREEK,  Facility Carried by Structure: MACEDONIA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.070,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  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: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.11m (10.20ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $185,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $230,000 ( Estimate for 2015),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA1800000000188,  Location: SEC 29 T 5N R12W (Lat: 31.367064,  Lng: -89.226150),  Route carried "on" structure: County highway 67,  Year Built: 1983,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 940 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,410 (year 2040),  Design Load: H 15,  Features Intersected: DRY PRONG CREEK,  Facility Carried by Structure: SPRINGFIELD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  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: 8.2m (26.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 40.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $156,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA1800000000189,  Location: SEC 30 T 5N R12W (Lat: 31.370433,  Lng: -89.234292),  Route carried "on" structure: City street 41,  Year Built: 2010,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 580 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 870 (year 2040),  Design Load: HL 93,  Features Intersected: GREENS CREEK,  Facility Carried by Structure: KELLY ROSE LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Owner: City or Municipal 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: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: 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: December 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA1800000000192,  Location: SEC 2 T 5N R13W (Lat: 31.421664,  Lng: -89.279128),  Route carried "on" structure: County highway 629,  Year Built: 1990,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 260 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 390 (year 2038),  Design Load: HS 20,  Features Intersected: BRANCH OF LEAF RIVER,  Facility Carried by Structure: LEEVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.656,  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: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 75.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 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: January 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA1800000000194,  Location: SEC 11 T 5N R13W (Lat: 31.410494,  Lng: -89.275597),  Route carried "on" structure: County highway 629,  Year Built: 1989,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 260 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 390 (year 2038),  Design Load: HS 20,  Features Intersected: BRANCH OF LEAF RIVER,  Facility Carried by Structure: LEEVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.690,  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: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 90.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.9 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA1800000000195,  Location: SEC 11 T 5N R13W (Lat: 31.418528,  Lng: -89.278278),  Route carried "on" structure: County highway 620,  Year Built: 1986,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 390 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 429 (year 2041),  Design Load: H 15,  Features Intersected: BRANCH OF LEAF RIVER,  Facility Carried by Structure: LEEVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.334,  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: 2,  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: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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: 2.38m (7.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $142,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $175,000 ( Estimate for 2015),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA1800000000196,  Location: SEC_13_T 5N_R13W B (Lat: 31.393667,  Lng: -89.247933),  Route carried "on" structure: County highway 41,  Year Built: 1994,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 260 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 390 (year 2038),  Design Load: HS 20,  Features Intersected: BOGGY BRANCH,  Facility Carried by Structure: OTIS LEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 89.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.6 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: January 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA1800000000198,  Location: SEC 25 T 5N R13W B (Lat: 31.363575,  Lng: -89.255975),  Route carried "on" structure: City street 39,  Year Built: 1979,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 660 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 990 (year 2040),  Design Load: H 15,  Features Intersected: BOGGY BRANCH,  Facility Carried by Structure: LYNN RAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.321,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  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: 8.1m (26.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.38m (7.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $142,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $175,000 ( Estimate for 2018),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete