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

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Structure Number: 1MS0119,  Location: 0.1KM E. OF WHITAKER BLVD (Lat: 32.546106,  Lng: -88.604742),  Route carried "on" structure: Other road ,  Year Built: 1960,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,000 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,500 (year 2037),  Design Load: H 15,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: ALLEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Navy/Marines,  Approaching Roadway Width: 6.6m (21.7ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 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 corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $8,000 ( Estimate for 2021)

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Structure Number: 1MS0268,  Location: 1.3KM E. OF WHITAKER BLVD (Lat: 32.546011,  Lng: -88.615172),  Route carried "on" structure: Other road ,  Year Built: 1960,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 1,000 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,500 (year 2037),  Design Load: H 20,  Features Intersected: WRIGHT'S CREEK,  Facility Carried by Structure: ALLEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Navy/Marines,  Approaching Roadway Width: 6.9m (22.6ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  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: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 53.2 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: 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: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $72,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $103,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1MS0269,  Location: 0.8KM WEST OF WHITAKER BL (Lat: 32.551567,  Lng: -88.591892),  Route carried "on" structure: Other road ,  Year Built: 1960,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 1,000 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,500 (year 2037),  Design Load: H 20,  Features Intersected: SEGAR'S CREEK,  Facility Carried by Structure: FULLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Navy/Marines,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  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: 9.6m (31.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 53.2 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: 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: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $55,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $81,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 31000390380116A,  Location: 11.6 MI N I 59 (Lat: 32.529100,  Lng: -88.654508),  Route carried "on" structure: State highway 39,  Year Built: 1976,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 1,900 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,900 (year 2040),  Design Load: HS 20,  Features Intersected: PONTA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.996,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000390380116B,  Location: 11.6 MI N I 59 (Lat: 32.528736,  Lng: -88.654372),  Route carried "on" structure: State highway 39,  Year Built: 1976,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 1,900 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,900 (year 2040),  Design Load: HS 20,  Features Intersected: PONTA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.415,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000390380118A,  Location: 11.8 MI N I 59 (Lat: 32.531403,  Lng: -88.654564),  Route carried "on" structure: State highway 39,  Year Built: 1976,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 1,900 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,900 (year 2040),  Design Load: HS 20,  Features Intersected: BAKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.739,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000390380118B,  Location: 11.8 MI N I 59 (Lat: 32.531097,  Lng: -88.654297),  Route carried "on" structure: State highway 39,  Year Built: 1976,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 1,900 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,900 (year 2040),  Design Load: HS 20,  Features Intersected: BAKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.677,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 3,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31008540380023A,  Location: 2.3 MI E SR 39 (Lat: 32.534692,  Lng: -88.617658),  Route carried "on" structure: State highway 854,  Year Built: 1962,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 800 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 800 (year 2040),  Design Load: HS 15,  Features Intersected: WRIGHT CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.709,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Very good,  Culverts: Very good,  Inventory Rating: 76.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than 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: 31008540380023B,  Location: 2.3 MI E SR 39 (Lat: 32.534450,  Lng: -88.617097),  Route carried "on" structure: State highway 854,  Year Built: 1978,  Status: Open,  Structure Length: 0.89m (2.92ft),  Average Daily Traffic: 800 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 800 (year 2040),  Design Load: HS 15,  Features Intersected: WRIGHT CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.787,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 96.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than 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: 31008540380030A,  Location: 3.0 MI E SR 39 (Lat: 32.541411,  Lng: -88.609675),  Route carried "on" structure: State highway 854,  Year Built: 1962,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 800 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WRIGHT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.637,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  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: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 67.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.50m (14.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $341,000,000,  Roadway Improvement Cost: $34,000,000,  Total Project Cost: $511,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 31008540380030B,  Location: 3.0 MI E SR 39 (Lat: 32.540175,  Lng: -88.607197),  Route carried "on" structure: State highway 854,  Year Built: 1978,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 800 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 800 (year 2040),  Design Load: HS 20,  Features Intersected: WRIGHT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.946,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.4 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: SA3500000000024,  Location: SEC 25 T 9N R16E (Lat: 32.593556,  Lng: -88.608572),  Route carried "on" structure: County highway 159,  Year Built: 1993,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 100 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 150 (year 2040),  Design Load: H 15,  Features Intersected: BIG REED CREEK,  Facility Carried by Structure: ROSSIE COATS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.3 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.53m (5.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $450,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA3800000000013,  Location: SEC 13 T 8N R16E (Lat: 32.541667,  Lng: -88.611083),  Route carried "on" structure: County highway 1056,  Year Built: 1980,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 80 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 120 (year 2041),  Design Load: H 15,  Features Intersected: WRIGHT CREEK,  Facility Carried by Structure: SOULE CHAPEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.804,  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: 5,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.1 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $480,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $630,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA3800000000017,  Location: SEC 29 T 8N R17E B (Lat: 32.514722,  Lng: -88.586806),  Route carried "on" structure: County highway 1056,  Year Built: 1993,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 200 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 300 (year 2040),  Design Load: H 15,  Features Intersected: LOST HORSE CREEK,  Facility Carried by Structure: FRED CLAYTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.1 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.84m (9.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $550,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA3800000000262,  Location: SEC 3 T 8N R16E (Lat: 32.566375,  Lng: -88.641403),  Route carried "on" structure: County highway 1092,  Year Built: 1975,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 125 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 175 (year 2041),  Design Load: H 15,  Features Intersected: CREEK,  Facility Carried by Structure: CHARLIE JOHNSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.482,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum 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: August 2021,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $450,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA3800000000263,  Location: SEC 3 T 8N R16E (Lat: 32.560236,  Lng: -88.641381),  Route carried "on" structure: County highway 1094,  Year Built: 1976,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 100 (year 2017),  Average Future Daily Traffic: 150 (year 2040),  Design Load: H 15,  Features Intersected: MOSLEY BRANCH,  Facility Carried by Structure: ANTIOCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.3 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $170,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $320,000 ( Estimate for 2017),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA3800000000264,  Location: SEC 3 T 8N R16E (Lat: 32.563233,  Lng: -88.642886),  Route carried "on" structure: County highway 1094,  Year Built: 2009,  Status: Open,  Structure Length: 1.20m (3.94ft),  Average Daily Traffic: 100 (year 2017),  Average Future Daily Traffic: 150 (year 2038),  Design Load: HS 20,  Features Intersected: MOSLEY BRANCH,  Facility Carried by Structure: ANTIOCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: Satisfactory,  Culverts: Very good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.7 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 desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.14m (3.74ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $300,000 ( Estimate for 2017)

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Structure Number: SA3800000000265,  Location: SEC 4 T 8N R16E (Lat: 32.575972,  Lng: -88.666139),  Route carried "on" structure: County highway 1097,  Year Built: 1974,  Status: Posted for load,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 90 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 135 (year 2041),  Design Load: HS 20,  Features Intersected: MOSLEY CREEK,  Facility Carried by Structure: KEMPDALE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $550,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA3800000000267,  Location: SEC 11 T 8N R16E (Lat: 32.555494,  Lng: -88.628072),  Route carried "on" structure: County highway 1093,  Year Built: 1976,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 110 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 165 (year 2040),  Design Load: H 15,  Features Intersected: WRIGHT CREEK,  Facility Carried by Structure: CHARLIE JOHNSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.3 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $210,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $360,000 ( Estimate for 2017),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA3800000000272,  Location: SEC 13 T 8N R16E B (Lat: 32.533500,  Lng: -88.614097),  Route carried "on" structure: County highway 1056,  Year Built: 2005,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 570 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 855 (year 2040),  Design Load: HS 20,  Features Intersected: PONTA CREEK,  Facility Carried by Structure: CHIP PICKERING DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.667,  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: 9.4m (30.8ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Good,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.6 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $350,000 ( Estimate for 2017),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA3800000000273,  Location: SEC 16 T 8N R16E B (Lat: 32.537236,  Lng: -88.663675),  Route carried "on" structure: County highway 456,  Year Built: 1993,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 490 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 735 (year 2040),  Design Load: H 15,  Features Intersected: BRANCH,  Facility Carried by Structure: SUNSHINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.426,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $450,000 ( Estimate for 2020),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA3800000000274,  Location: SEC 16 T 8N R16E (Lat: 32.534006,  Lng: -88.660950),  Route carried "on" structure: County highway 1634,  Year Built: 1946,  Status: Posted for load,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 243 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 362 (year 2041),  Design Load: H 15,  Features Intersected: CREEK,  Facility Carried by Structure: OLD HWY 39
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.759,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  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: 7.9m (25.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Poor,  Operating Rating: 36.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $360,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $510,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA3800000000277,  Location: SEC 21 T 8N R16E (Lat: 32.527375,  Lng: -88.663569),  Route carried "on" structure: County highway 1634,  Year Built: 1946,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 220 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 330 (year 2038),  Design Load: H 20,  Features Intersected: PONTA CREEK,  Facility Carried by Structure: OLD HWY 39-
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.954,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.9 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 desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $170,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $320,000 ( Estimate for 2017)

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Structure Number: SA3800000000279,  Location: SEC 23 T 8N R16E B (Lat: 32.524583,  Lng: -88.628528),  Route carried "on" structure: County highway 1530,  Year Built: 1989,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 1,130 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,695 (year 2040),  Design Load: HS 20,  Features Intersected: LIZELIA CREEK,  Facility Carried by Structure: LIZELIA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.104,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.27m (14.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $450,000 ( Estimate for 2017),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA380000000028,  Location: SEC 24 T 8N R16E B (Lat: 32.528417,  Lng: -88.607486),  Route carried "on" structure: County highway 1056,  Year Built: 2005,  Status: Open,  Structure Length: 3.65m (11.98ft),  Average Daily Traffic: 580 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 870 (year 2040),  Design Load: HS 20,  Features Intersected: PONTA CREEK,  Facility Carried by Structure: CHIP PICKERING DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.701,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.7 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 desirable 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: 4.27m (14.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $450,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA3800000000282,  Location: SEC 36 T 8N R16E (Lat: 32.499500,  Lng: -88.611889),  Route carried "on" structure: County highway 1060,  Year Built: 1977,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 70 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 105 (year 2040),  Design Load: H 15,  Features Intersected: WILDHORSE CREEK,  Facility Carried by Structure: LOST HORSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.896,  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: 5.8m (19.0ft),  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: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.3 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $170,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $320,000 ( Estimate for 2017),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA3800000000283,  Location: SEC 7 T 8N R17E B (Lat: 32.545639,  Lng: -88.604831),  Route carried "on" structure: County highway 456,  Year Built: 1962,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 530 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 795 (year 2038),  Design Load: HS 20,  Features Intersected: BRANCH,  Facility Carried by Structure: RABBIT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.702,  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: 3.0m (9.8ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Poor,  Culverts: Good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.0 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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.71m (2.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $120,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $270,000 ( Estimate for 2017)

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Structure Number: SA3800000000285,  Location: SEC 17 T 8N R17E B (Lat: 32.540136,  Lng: -88.580644),  Route carried "on" structure: County highway 456,  Year Built: 1965,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 530 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 795 (year 2038),  Design Load: HS 20,  Features Intersected: SEGARS CREEK,  Facility Carried by Structure: RABBIT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.277,  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: 3.0m (9.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Channel: Poor,  Culverts: 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.72m (2.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $120,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $270,000 ( Estimate for 2017)

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Structure Number: SA3800000000286,  Location: SEC 17 T 8N R17E B (Lat: 32.535847,  Lng: -88.576167),  Route carried "on" structure: County highway 456,  Year Built: 1991,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 530 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 795 (year 2040),  Design Load: H 15,  Features Intersected: SEGARS CREEK,  Facility Carried by Structure: RABBIT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.243,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.27m (14.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $340,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $490,000 ( Estimate for 2017),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA3800000000287,  Location: SEC 20 T 8N R17E B (Lat: 32.518742,  Lng: -88.578378),  Route carried "on" structure: County highway 456,  Year Built: 1965,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 530 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 795 (year 2041),  Design Load: H 15,  Features Intersected: HORSE CREEK,  Facility Carried by Structure: RABBIT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.335,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.1m (23.3ft),  Skew: 3 degrees,  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: 7.1m (23.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Poor,  Operating Rating: 37.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 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: Better than present minimum 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: October 2021,  Bridge Improvement Cost: $360,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $510,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA3800000000293,  Location: SEC 30 T 8N R17E (Lat: 32.509581,  Lng: -88.599558),  Route carried "on" structure: County highway 1058,  Year Built: 2004,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 700 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 105 (year 2040),  Design Load: HS 20,  Features Intersected: HORSE CREEK,  Facility Carried by Structure: CHIP PICKERING DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.9m (19.4ft)

Condition: Channel: Fair,  Culverts: Very good,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 21.4 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $400,000 ( Estimate for 2017)