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

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Structure Number: SA7300000000018,  Location: SEC 33 T 6S R 2E (Lat: 34.514606,  Lng: -89.095781),  Route carried "on" structure: County highway 173,  Year Built: 1998,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 80 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 120 (year 2038),  Design Load: HS 20,  Features Intersected: LITTLE MUD CREEK,  Facility Carried by Structure: COUNTY ROAD 54
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.310,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.3 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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA7300000000019,  Location: SEC 33 T 6S R 2E (Lat: 34.514600,  Lng: -89.096350),  Route carried "on" structure: County highway 173,  Year Built: 1998,  Status: Open,  Structure Length: 1.38m (4.53ft),  Average Daily Traffic: 80 (year 2018),  Average Future Daily Traffic: 120 (year 2038),  Design Load: HS 20,  Features Intersected: LITTLE MUD CREEK,  Facility Carried by Structure: COUNTY ROAD 54
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.310,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.9m (22.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.1 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: SA7300000000025,  Location: SEC 21 T 6S R 3E B (Lat: 34.554231,  Lng: -88.995033),  Route carried "on" structure: County highway 138,  Year Built: 1970,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 700 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,050 (year 2038),  Design Load: HS 15,  Features Intersected: LUKESASPER CREEK,  Facility Carried by Structure: COUNTY ROAD 82
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.126,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 27.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA7300000000026,  Location: SEC 25 T 6S R 3E B (Lat: 34.535469,  Lng: -88.945533),  Route carried "on" structure: County highway 128,  Year Built: 1989,  Status: Posted for load,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 100 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 150 (year 2036),  Features Intersected: WILHITE CREEK,  Facility Carried by Structure: COUNTY ROAD 126
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.540,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 38.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 3.11m (10.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $204,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $306,000 ( Estimate for 2017),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: SA7300000000027,  Location: SEC 26 T 6S R 3E B (Lat: 34.530986,  Lng: -88.953561),  Route carried "on" structure: County highway 124,  Year Built: 1995,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 150 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 225 (year 2038),  Design Load: HS 20,  Features Intersected: WILHITE CREEK,  Facility Carried by Structure: COUNTY ROAD 137
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.023,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA7300000000028,  Location: SEC 26 T 6S R 3E B (Lat: 34.531178,  Lng: -88.954942),  Route carried "on" structure: County highway 124,  Year Built: 1995,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 150 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 225 (year 2038),  Design Load: HS 20,  Features Intersected: TALLAHATCHIE CANAL,  Facility Carried by Structure: COUNTY ROAD 137
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.184,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA7300000000029,  Location: SEC 26 T 6S R 3E B (Lat: 34.531272,  Lng: -88.955672),  Route carried "on" structure: County highway 124,  Year Built: 1995,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 150 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 225 (year 2038),  Design Load: HS 20,  Features Intersected: OLD RUN TALLAHATCHIE,  Facility Carried by Structure: COUNTY ROAD 137
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.345,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft)

Condition: Channel: Poor,  Culverts: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 21.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: SA730000000003,  Location: SEC 28 T 6S R 3E (Lat: 34.539458,  Lng: -88.993806),  Route carried "on" structure: County highway 137,  Year Built: 1997,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 125 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 188 (year 2038),  Design Load: HS 20,  Features Intersected: LUKESASPER CREEK,  Facility Carried by Structure: COUNTY ROAD 83
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.3 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA7300000000032,  Location: SEC 32 T 6S R 3E B (Lat: 34.518397,  Lng: -89.010231),  Route carried "on" structure: City street 8720,  Year Built: 1985,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 3,500 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,250 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: DAMNATION CREEK,  Facility Carried by Structure: SAM T. BARKLEY DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Owner: City or Municipal 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: 10.7m (35.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 28.2 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: SA7300000000033,  Location: SEC 32 T 6S R 3E B (Lat: 34.518250,  Lng: -89.002747),  Route carried "on" structure: County highway 8720,  Year Built: 1985,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 3,500 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,250 (year 2038),  Design Load: HS 20,  Features Intersected: LUKESASPER CREEK,  Facility Carried by Structure: SAM T. BARKLEY DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.735,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: SA7300000000076,  Location: SEC 2 T 7S R 2E B (Lat: 34.500211,  Lng: -89.058097),  Route carried "on" structure: City street 173,  Year Built: 1983,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 250 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 375 (year 2040),  Design Load: HS 15,  Features Intersected: HELL CREEK,  Facility Carried by Structure: GLENDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.240,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 26.2 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA7300000000081,  Location: SEC 24 T 7S R 2E (Lat: 34.460453,  Lng: -89.045167),  Route carried "on" structure: County highway 108,  Year Built: 2000,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 120 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 180 (year 2040),  Design Load: HS 20,  Features Intersected: KING CREEK,  Facility Carried by Structure: COUNTY ROAD 87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.218,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 31.1 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 minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA7300000000082,  Location: SEC 26 T 7S R 2E (Lat: 34.448728,  Lng: -89.065767),  Route carried "on" structure: County highway 183,  Year Built: 2000,  Status: Open,  Structure Length: 0.65m (2.13ft),  Average Daily Traffic: 100 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 150 (year 2038),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: COUNTY ROAD 87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 82.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 49.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: SA7300000000086,  Location: SEC 7 T 7S R 3E B (Lat: 34.482036,  Lng: -89.022264),  Route carried "on" structure: City street 109,  Year Built: 1985,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,950 (year 2040),  Design Load: HS 20,  Features Intersected: TALLAHATCHIE CANAL,  Facility Carried by Structure: BRATTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.735,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 19.4 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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.15m (33.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,402,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $2,103,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA7300000000089,  Location: SEC 12 T 7S R 3E (Lat: 34.492133,  Lng: -88.946031),  Route carried "on" structure: County highway 122,  Year Built: 1999,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 210 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 315 (year 2038),  Features Intersected: NORTH BRANCH KING CREEK,  Facility Carried by Structure: COUNTY ROAD 126
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 71.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: SA730000000009,  Location: SEC 13 T 7S R 3E (Lat: 34.474347,  Lng: -88.937881),  Route carried "on" structure: County highway 121,  Year Built: 2008,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 80 (year 2018),  Average Future Daily Traffic: 120 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: SOUTH BRANCH KING CREEK,  Facility Carried by Structure: COUNTY ROAD 124
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.920,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.6m (28.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 69.7 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: SA7300000000091,  Location: SEC 21 T 7S R 3E (Lat: 34.459944,  Lng: -88.998139),  Route carried "on" structure: County highway 103,  Year Built: 2006,  Status: Posted for load,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 50 (year 2016),  Average Future Daily Traffic: 75 (year 2036),  Features Intersected: KING CREEK,  Facility Carried by Structure: COUNTY ROAD 113
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.701,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 4.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of replacement,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 4.86m (15.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $320,000,  Roadway Improvement Cost: $80,000,  Total Project Cost: $480,000 ( Estimate for 2017),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA7300000000092,  Location: SEC 22 T 7S R 3E B (Lat: 34.452239,  Lng: -88.965211),  Route carried "on" structure: County highway 72,  Year Built: 2000,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 250 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,400 (year 2036),  Design Load: HS 20,  Features Intersected: BURLINGTON & NORTHERN RR,  Facility Carried by Structure: COUNTY ROAD 278
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.643,  Lanes on structure: 2,  Owner: Railroad,  Approaching Roadway Width: 9.4m (30.8ft),  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: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 69.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 5.48m (17.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $437,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $539,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA7300000000094,  Location: SEC 26 T 7S R 3E B (Lat: 34.441783,  Lng: -88.947975),  Route carried "on" structure: County highway 66,  Year Built: 2004,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 100 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 150 (year 2036),  Design Load: HS 20,  Features Intersected: BURLINGTON & NORTHERN RR,  Facility Carried by Structure: COUNTY ROAD 121
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.701,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  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: 30.5m (100.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 64.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.50m (18.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $700,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $850,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA730000000015,  Location: SEC 10 T 7S R 3E (Lat: 34.487472,  Lng: -88.963833),  Route carried "on" structure: County highway 1200,  Year Built: 1999,  Status: Temporarily open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 50 (year 2018),  Average Future Daily Traffic: 75 (year 2034),  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: COUNTY ROAD 128
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.804,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.5m (14.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum 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: 0.30m (0.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $100,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: SA7300000000158,  Location: SEC 8 T 7S R 3E (Lat: 34.489406,  Lng: -89.017661),  Route carried "on" structure: ServiceCity street ,  Year Built: 2005,  Status: Posted for load,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 100 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 250 (year 2034),  Features Intersected: UNNAMED TRIBUTARY,  Facility Carried by Structure: TALLAHATCHIE TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.500,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 9.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 5.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $293,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA730000000016,  Location: SEC 8 T 7S R 3E (Lat: 34.492611,  Lng: -89.011278),  Route carried "on" structure: ServiceCity street ,  Year Built: 1998,  Year Reconstructed: 2011,  Status: Posted for load,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 75 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 113 (year 2034),  Features Intersected: CAMP CREEK,  Facility Carried by Structure: PARK ALG RV ACC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.213,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 14.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 8.4 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 minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $234,000,  Deck Structure Type: Wood or Timber

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Structure Number: SA7300000000163,  Location: SEC 24 T 6S R 2E (Lat: 34.541531,  Lng: -89.048256),  Route carried "on" structure: County highway 142,  Year Built: 2012,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 550 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 825 (year 2038),  Design Load: HL 93,  Features Intersected: HELL CREEK CANAL,  Facility Carried by Structure: COUNTY ROAD 478
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 643.700,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: SA730000000A034,  Location: SEC 34 T 6S R 3E B (Lat: 34.522039,  Lng: -88.976158),  Route carried "on" structure: County highway 124,  Year Built: 2017,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 150 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 225 (year 2038),  Design Load: HL 93,  Features Intersected: CANE CREEK,  Facility Carried by Structure: COUNTY ROAD 137
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.126,  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 or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.4m (30.8ft)

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

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Structure Number: SA730000000A079,  Location: SEC 09 T 7S R 2E (Lat: 34.486836,  Lng: -89.099664),  Route carried "on" structure: County highway ,  Year Built: 2018,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 150 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 225 (year 2040),  Design Load: HL 93,  Features Intersected: LITTLE MUD CREEK,  Facility Carried by Structure: COUNTY ROAD 59
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 8.1m (26.6ft),  Out-to-Out Width: 8.5m (27.9ft)

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

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Structure Number: SA730000000A08,  Location: SEC 23 T 7S R 2E B (Lat: 34.463681,  Lng: -89.056556),  Route carried "on" structure: County highway 924,  Year Built: 2016,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 1,800 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,700 (year 2038),  Design Load: HL 93,  Features Intersected: TALLAHATCHIE RIVER,  Facility Carried by Structure: COUNTY ROAD 86
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.115,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA730000000A087,  Location: SEC 7 T 7S R 3E (Lat: 34.496656,  Lng: -89.021814),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 500 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 750 (year 2034),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH,  Facility Carried by Structure: OXFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 59.5 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA730000000A088,  Location: SEC 11 T 7S R 3E (Lat: 34.488261,  Lng: -88.963531),  Route carried "on" structure: County highway 120,  Year Built: 2018,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 50 (year 2018),  Average Future Daily Traffic: 75 (year 2038),  Design Load: HL 93,  Features Intersected: NORTH BRANCH KING CREEK,  Facility Carried by Structure: COUNTY ROAD 128
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.804,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 21000780730660A,  Location: US 78 OVER SR 15 (Lat: 34.469689,  Lng: -89.006361),  Route carried "under" structure: State highway 15,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 11,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: SR 15,  Facility Carried by Structure: US 78
Minimum Vertical Clearance: 4.79m (15.72ft),  Kilometerpoint: 10.174,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 21000780730660B,  Location: US 78 OVER SR 15 (Lat: 34.469519,  Lng: -89.006450),  Route carried "under" structure: State highway 15,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 13,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: SR 15,  Facility Carried by Structure: US 78
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 10.153,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 31000300730312,  Location: SR 30 OVER I 22 (Lat: 34.497161,  Lng: -89.031669),  Route carried "under" structure: Interstate 22,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 12,500 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 22,  Facility Carried by Structure: SR 30
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 22.722,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 31000300730312,  Location: SR 30 OVER I 22 (Lat: 34.497089,  Lng: -89.031850),  Route carried "under" structure: Interstate 22,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 12,500 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 22,  Facility Carried by Structure: SR 30
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 18.470,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 41000780730594,  Location: 7.8 MI E BENTON CL (Lat: 34.529319,  Lng: -89.081989),  Route carried "under" structure: Interstate 22,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 8,500 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 22,  Facility Carried by Structure: COUNTY ROAD 67
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 28.756,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 41000780730594,  Location: 7.8 MI E BENTON CL (Lat: 34.529111,  Lng: -89.082169),  Route carried "under" structure: Interstate 22,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 8,500 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 22,  Facility Carried by Structure: COUNTY ROAD 67
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 12.448,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 41000780730622,  Location: 1.0 MI W SR 30 (Lat: 34.508200,  Lng: -89.041639),  Route carried "under" structure: Interstate 22,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 8,500 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 22,  Facility Carried by Structure: MUNSFORD DRIVE
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 16.921,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 41000780730622,  Location: 1.0 MI W SR 30 (Lat: 34.508319,  Lng: -89.041481),  Route carried "under" structure: Interstate 22,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 8,500 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 22,  Facility Carried by Structure: MUNSFORD DRIVE
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 24.277,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 41000780730627,  Location: 0.5 MI W SR 30 (Lat: 34.503039,  Lng: -89.035661),  Route carried "under" structure: Interstate 22,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 22,  Facility Carried by Structure: S GLENFIELD ROAD
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 17.724,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 41000780730627,  Location: 0.5 MI W SR 30 (Lat: 34.503139,  Lng: -89.035489),  Route carried "under" structure: Interstate 22,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 22,  Facility Carried by Structure: S GLENFIELD ROAD
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 23.474,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 41000780730684,  Location: 3.4 MI E SR 15 (Lat: 34.447439,  Lng: -88.975700),  Route carried "under" structure: Interstate 22,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 11,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 22,  Facility Carried by Structure: COUNTY ROAD 107
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 26.157,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 41000780730684,  Location: 3.4 MI E SR 15 (Lat: 34.447719,  Lng: -88.975581),  Route carried "under" structure: Interstate 22,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 11,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 22,  Facility Carried by Structure: COUNTY ROAD 107
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 15.059,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 410007807307,  Location: 4.0 MI E SR 15 (Lat: 34.428739,  Lng: -88.960511),  Route carried "under" structure: Interstate 22,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 8,500 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 22,  Facility Carried by Structure: COUNTY ROAD 121
Minimum Vertical Clearance: 7.10m (23.29ft),  Kilometerpoint: 12.537,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 410007807307,  Location: 4.0 MI E SR 15 (Lat: 34.428500,  Lng: -88.960681),  Route carried "under" structure: Interstate 22,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 8,500 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 22,  Facility Carried by Structure: COUNTY ROAD 121
Minimum Vertical Clearance: 7.35m (24.11ft),  Kilometerpoint: 28.672,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 51000780730656,  Location: 0.4 MI W SR 15 (Lat: 34.474831,  Lng: -89.011261),  Route carried "under" structure: Interstate 22,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 13,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 22,  Facility Carried by Structure: HILLCREST DRIVE
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 19.589,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 51000780730656,  Location: 0.4 MI W SR 15 (Lat: 34.474811,  Lng: -89.011469),  Route carried "under" structure: Interstate 22,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 13,000 (year 2017),  Truck Traffic: 8%,  Features Intersected: I 22,  Facility Carried by Structure: HILLCREST DRIVE
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 21.597,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: SA7300000000154,  Location: SEC 8 T 7S R 3E (Lat: 34.495278,  Lng: -89.010728),  Route carried "under" structure: Alternate City street 9653,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 250 (year 2009),  Truck Traffic: 10%,  Features Intersected: SNYDER AVENUE,  Facility Carried by Structure: BURLINGTON NORTHEN
Minimum Vertical Clearance: 4.17m (13.68ft),  Kilometerpoint: 1.609,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 4.5m (14.8ft)

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Structure Number: SA7300000000155,  Location: SEC 8 T 7S R 3E (Lat: 34.493100,  Lng: -89.008758),  Route carried "under" structure: Alternate City street 9646,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 700 (year 2009),  Truck Traffic: 8%,  Features Intersected: MAIN STREET,  Facility Carried by Structure: MS & TN RR
Minimum Vertical Clearance: 3.35m (10.99ft),  Kilometerpoint: 0.230,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 15.2m (49.9ft)