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

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Structure Number: 31000020700204,  Location: 0.7 MI E SR 4 (Lat: 34.741106,  Lng: -88.893922),  Route carried "on" structure: State highway 2,  Year Built: 1988,  Status: Open,  Structure Length: 6.17m (20.24ft),  Average Daily Traffic: 1,600 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,600 (year 2040),  Design Load: HS 20,  Features Intersected: OWL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.271,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 55.0 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: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000040701069,  Location: 3.2 MI E BENTON CL (Lat: 34.735836,  Lng: -89.039992),  Route carried "on" structure: State highway 4,  Year Built: 1986,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,500 (year 2040),  Design Load: HS 20,  Features Intersected: MAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.105,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 73.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 3100004070107,  Location: 3.3 MI E BENTON CL (Lat: 34.735778,  Lng: -89.038033),  Route carried "on" structure: State highway 4,  Year Built: 1986,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,500 (year 2040),  Design Load: HS 20,  Features Intersected: TIPPAH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.283,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 82.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.4 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: September 2021

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Structure Number: 31000040701075,  Location: 3.8 MI E BENTON CL (Lat: 34.734714,  Lng: -89.030375),  Route carried "on" structure: State highway 4,  Year Built: 1986,  Status: Open,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,500 (year 2040),  Design Load: HS 20,  Features Intersected: NORTH TIPPAH RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.006,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 39.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 31000040701077,  Location: 4.0 MI E BENTON CL (Lat: 34.733339,  Lng: -89.026483),  Route carried "on" structure: State highway 4,  Year Built: 1986,  Status: Open,  Structure Length: 5.10m (16.73ft),  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,500 (year 2040),  Design Load: HS 20,  Features Intersected: NORTH TIPPAH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.394,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 56.0 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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000040701096,  Location: 5.9 MI E BENTON CL (Lat: 34.728733,  Lng: -88.994433),  Route carried "on" structure: State highway 4,  Year Built: 1986,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,500 (year 2040),  Design Load: HS 20,  Features Intersected: RUTHERFORD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.452,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: Good,  Culverts: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.4 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: September 2021

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Structure Number: 31000040701115,  Location: 1.0 MI W SR 15 (Lat: 34.728478,  Lng: -88.960778),  Route carried "on" structure: State highway 4,  Year Built: 1986,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 2,600 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,600 (year 2040),  Design Load: HS 20,  Features Intersected: PHYFER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.535,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.7 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: September 2021

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Structure Number: 31000040701127,  Location: 0.1 MI E SR 15 (Lat: 34.729667,  Lng: -88.944986),  Route carried "on" structure: State highway 4,  Year Built: 1985,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 4,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,500 (year 2040),  Design Load: HS 20,  Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.389,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 31000040701181,  Location: 9.3 MI W PRENTISS CL (Lat: 34.720764,  Lng: -88.856383),  Route carried "on" structure: State highway 4,  Year Built: 1984,  Status: Open,  Structure Length: 4.32m (14.17ft),  Average Daily Traffic: 4,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,500 (year 2040),  Design Load: HS 20,  Features Intersected: LITTLE HATCHIE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.067,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000150703132,  Location: 1.7 MI S SR 4 (Lat: 34.711214,  Lng: -88.965633),  Route carried "on" structure: State highway 15,  Year Built: 1973,  Status: Open,  Structure Length: 4.06m (13.32ft),  Average Daily Traffic: 8,300 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 8,800 (year 2040),  Design Load: HS 20,  Features Intersected: STREET CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.617,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 55.0 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31003700700304,  Location: 3.8 MI S SR 4 (Lat: 34.691650,  Lng: -88.888419),  Route carried "on" structure: State highway 370,  Year Built: 1950,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,700 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,700 (year 2040),  Design Load: H 15,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.612,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021

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Structure Number: SA7000000000001,  Location: SEC 21 T 1S R 3E B (Lat: 34.989861,  Lng: -88.990333),  Route carried "on" structure: County highway 178,  Year Built: 1976,  Status: Posted for load,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 45 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 68 (year 2035),  Design Load: HS 15,  Features Intersected: PORTERS CREEK,  Facility Carried by Structure: CR 101
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.482,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 24.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.7 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: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA7000000000052,  Location: SEC 23 T 4S R 3E B (Lat: 34.723056,  Lng: -88.948058),  Route carried "on" structure: County highway 2913,  Year Built: 1956,  Status: Posted for load,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 2,100 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,150 (year 2035),  Design Load: H 15,  Features Intersected: TOWN CREEK,  Facility Carried by Structure: CR 700
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.402,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.1m (23.3ft),  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: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 33.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  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: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $126,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $156,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA7000000000053,  Location: SEC 26 T 4S R 3E B (Lat: 34.705278,  Lng: -88.948056),  Route carried "on" structure: County highway 2913,  Year Built: 2001,  Status: Posted for load,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 2,100 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,150 (year 2035),  Design Load: HS 20,  Features Intersected: GREEN BOTTOM,  Facility Carried by Structure: CR 700
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.471,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.1m (23.3ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 4,  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: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 27.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  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: 20.0 - 29.9% below),  Length Of Structure Improvement: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $169,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $208,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA7000000000054,  Location: SEC 29 T 4S R 3E B (Lat: 34.712511,  Lng: -89.003206),  Route carried "on" structure: County highway 235,  Year Built: 1960,  Status: Temporarily open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 45 (year 2021),  Average Future Daily Traffic: 68 (year 2040),  Design Load: H 10,  Features Intersected: MCALLISTER CREEK,  Facility Carried by Structure: CR 813
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Serious,  Channel: Fair,  Structural Evaluation: High priority of replacement,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $103,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $127,000 ( Estimate for 2016),  Deck Structure Type: Wood or Timber

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Structure Number: SA7000000000061,  Location: SEC 7 T 4S R 4E B (Lat: 34.750750,  Lng: -88.923333),  Route carried "on" structure: County highway 970,  Year Built: 2001,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,000 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,500 (year 2035),  Design Load: HS 20,  Features Intersected: UNNAMED CREEK,  Facility Carried by Structure: MOORES MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.057,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 84.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: SA7000000000112,  Location: SEC 33 T 3S R 3E B (Lat: 34.782222,  Lng: -88.999444),  Route carried "on" structure: County highway 216,  Year Built: 2004,  Status: Open,  Structure Length: 2.82m (9.25ft),  Average Daily Traffic: 115 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 165 (year 2040),  Design Load: HS 20,  Features Intersected: THOMPSON BRANCH,  Facility Carried by Structure: CR 419
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.862,  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 or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 63.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 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: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA7000000000116,  Location: SEC_ 8_T 4S_R 3E B (Lat: 34.743611,  Lng: -89.005278),  Route carried "on" structure: County highway 219,  Year Built: 1962,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 45 (year 2015),  Average Future Daily Traffic: 68 (year 2035),  Design Load: H 15,  Features Intersected: NORTH TIPPAH CREEK,  Facility Carried by Structure: CR 422
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.988,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  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: Fair,  Channel: Satisfactory,  Operating Rating: 48.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 4.27m (14.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $255,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $314,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA7000000000117,  Location: SEC 8 T 4S R 3E B (Lat: 34.744808,  Lng: -89.006897),  Route carried "on" structure: County highway 219,  Year Built: 1962,  Status: Temporarily open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 125 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 188 (year 2040),  Design Load: H 15,  Features Intersected: NORTH TIPPAH RELIEF,  Facility Carried by Structure: CR 422
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.632,  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: 3,  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: Good,  Superstructure: Good,  Substructure: Critical,  Channel: Good,  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $103,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $127,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA7000000000118,  Location: SEC 9 T 4S R 3E B (Lat: 34.754250,  Lng: -88.991694),  Route carried "on" structure: County highway 216,  Year Built: 2005,  Status: Posted for load-capacity,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 113 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 165 (year 2040),  Design Load: H 15,  Features Intersected: MEDLOCK BRANCH,  Facility Carried by Structure: CR 419
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 5,  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: Satisfactory,  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: 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: 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: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $218,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $269,000 ( Estimate for 2015),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA7000000000119,  Location: SEC 13 T 4S R 3E (Lat: 34.730278,  Lng: -88.945139),  Route carried "on" structure: County highway 729,  Year Built: 1968,  Status: Closed,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 500 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 750 (year 2034),  Design Load: H 15,  Features Intersected: TOWN CREEK,  Facility Carried by Structure: EAST JEFFERSON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.160,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.1m (23.3ft),  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: 7.1m (23.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Critical,  Channel: Satisfactory,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $103,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $127,000 ( Estimate for 2015),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA700000000012,  Location: SEC 14 T 4S R 3E (Lat: 34.735722,  Lng: -88.957333),  Route carried "on" structure: County highway 219,  Year Built: 1965,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 58 (year 2021),  Average Future Daily Traffic: 75 (year 2040),  Design Load: HS 15,  Features Intersected: PHYFER CREEK,  Facility Carried by Structure: INT. TERRY & BAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.804,  Lanes on structure: 2,  Owner: City or Municipal 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)

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,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $103,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $127,000 ( Estimate for 2015)

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Structure Number: SA7000000000121,  Location: SEC 18 T 4S R 3E (Lat: 34.738056,  Lng: -89.022778),  Route carried "on" structure: County highway 222,  Year Built: 1989,  Status: Posted for load,  Structure Length: 4.03m (13.22ft),  Average Daily Traffic: 110 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 165 (year 2035),  Design Load: H 15,  Features Intersected: NORTH TIPPAH CREEK,  Facility Carried by Structure: CR 427
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.643,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 11.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 7.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  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: 4.88m (16.01ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $291,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $358,000 ( Estimate for 2016),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: SA7000000000122,  Location: SEC 20 T 4S R 3E B (Lat: 34.721389,  Lng: -89.001389),  Route carried "on" structure: County highway 234,  Year Built: 1976,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 305 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 450 (year 2040),  Design Load: HS 20,  Features Intersected: MCALLISTER CREEK,  Facility Carried by Structure: CR 808
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.482,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 56.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: SA7000000000123,  Location: SEC 23 T 4S R 3E B (Lat: 34.724889,  Lng: -88.961722),  Route carried "on" structure: County highway 234,  Year Built: 1972,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 309 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 450 (year 2040),  Design Load: HS 20,  Features Intersected: PHYFER CREEK,  Facility Carried by Structure: BLUE MOUNTAIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.023,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 62.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $103,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $127,000 ( Estimate for 2015)

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Structure Number: SA7000000000124,  Location: SEC 24 T 4S R 3E (Lat: 34.725833,  Lng: -88.945750),  Route carried "on" structure: County highway 753,  Year Built: 1970,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 312 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 450 (year 2040),  Design Load: HS 15,  Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.643,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Very good,  Operating Rating: 62.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $103,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $127,000 ( Estimate for 2015)

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Structure Number: SA7000000000125,  Location: SEC 24 T 4S R 3E (Lat: 34.729028,  Lng: -88.945083),  Route carried "on" structure: County highway 2800,  Year Built: 1976,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 224 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 330 (year 2040),  Design Load: H 15,  Features Intersected: TOWN CREEK,  Facility Carried by Structure: E. WATER ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.321,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.1m (23.3ft),  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: 7.1m (23.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 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,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $103,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $127,000 ( Estimate for 2015),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA7000000000126,  Location: SEC 33 T 4S R 3E B (Lat: 34.697222,  Lng: -88.982500),  Route carried "on" structure: County highway 138,  Year Built: 1955,  Status: Posted for load,  Structure Length: 3.04m (9.97ft),  Average Daily Traffic: 101 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 152 (year 2035),  Design Load: H 10,  Features Intersected: TOWN CREEK,  Facility Carried by Structure: CR 704
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.126,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  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: Poor,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 24.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.7 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: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $218,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $269,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA7000000000128,  Location: SEC 14 T 4S R 4E (Lat: 34.732733,  Lng: -88.859169),  Route carried "on" structure: County highway 102,  Year Built: 1994,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 80 (year 2020),  Average Future Daily Traffic: 120 (year 2040),  Design Load: HS 20,  Features Intersected: OWL CREEK,  Facility Carried by Structure: CR 537
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.437,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA7000000000135,  Location: SEC 4 T 4S R 3E B (Lat: 34.769167,  Lng: -88.996389),  Route carried "on" structure: County highway 216,  Year Built: 2000,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 110 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 165 (year 2034),  Design Load: HS 20,  Features Intersected: BOWLING BRANCH,  Facility Carried by Structure: CR 419
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.500,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 55.0 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA7000000000143,  Location: SEC 14 T 4S R 3E B (Lat: 34.733094,  Lng: -88.959008),  Route carried "on" structure: County highway 219,  Year Built: 1955,  Status: Open,  Structure Length: 6.30m (20.67ft),  Average Daily Traffic: 1,600 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,000 (year 2040),  Design Load: HS 20,  Features Intersected: PHYFER CREEK,  Facility Carried by Structure: COOPER ST (419)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.804,  Lanes on structure: 2,  Owner: City or Municipal 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)

Condition: Channel: Satisfactory,  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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: SA700000000A05,  Location: SEC 05 T04S R03E (Lat: 34.772000,  Lng: -89.003244),  Route carried "on" structure: County highway 217,  Year Built: 2017,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 110 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 165 (year 2040),  Design Load: HS 20,  Features Intersected: TIPPAH CREEK NORTH,  Facility Carried by Structure: CR 425
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.482,  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: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 81.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.7 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: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 31000150703155,  Location: IN RIPLEY (Lat: 34.737250,  Lng: -88.948086),  Route carried "under" structure: State highway 15,  Year Built: 1940,  Structure Length: 0. m,  Average Daily Traffic: 13,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: SR 15,  Facility Carried by Structure: KCS RR
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 19.323,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)