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

Find on map >>   Show street view

Structure Number: 3100006041122,  Location: 0.8 MI E NATCHEZ TRACE (Lat: 34.211225,  Lng: -88.767875),  Route carried "on" structure: State highway 6,  Year Built: 2015,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 12,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 15,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.390,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 27,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

Find on map >>   Show street view

Structure Number: 31000060411224,  Location: 1.2 MI E NATCHEZ TRACE (Lat: 34.210056,  Lng: -88.761978),  Route carried "on" structure: State highway 6,  Year Built: 2015,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 12,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 12,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.948,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 27,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Very good,  Culverts: Good,  Inventory Rating: 90.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

Find on map >>   Show street view

Structure Number: 31000060411228A,  Location: 1.5 MI E NATCHEZ TRACE (Lat: 34.209650,  Lng: -88.754572),  Route carried "on" structure: State highway 6,  Year Built: 2015,  Status: Open,  Structure Length: 7.02m (23.03ft),  Average Daily Traffic: 6,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 7,500 (year 2040),  Design Load: HS 20,  Features Intersected: WILLIE MOORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.445,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 27,  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: 26.8m (87.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 31000060411228B,  Location: 1.5 MI E NATCHEZ TRACE (Lat: 34.209419,  Lng: -88.755344),  Route carried "on" structure: State highway 6,  Year Built: 2015,  Status: Open,  Structure Length: 7.02m (23.03ft),  Average Daily Traffic: 6,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 6,000 (year 2040),  Design Load: HS 20,  Features Intersected: WILLIE MOORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.565,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 27,  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: 26.8m (87.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 31000060411295,  Location: 2.7 MI S SR 178 (Lat: 34.230061,  Lng: -88.667089),  Route carried "on" structure: US 6,  Year Built: 1957,  Status: Open,  Structure Length: 6.73m (22.08ft),  Average Daily Traffic: 5,700 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,700 (year 2040),  Design Load: HS 15,  Features Intersected: TULIP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.962,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 48.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.62m (28.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $794,000,000,  Roadway Improvement Cost: $79,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 31000060581181,  Location: 0.6 MI W LEE CL (Lat: 34.220961,  Lng: -88.835431),  Route carried "on" structure: State highway 6,  Year Built: 2015,  Status: Open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 7,800 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 9,300 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.645,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 27,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft)

Condition: Channel: Very good,  Culverts: Good,  Inventory Rating: 79.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

Find on map >>   Show street view

Structure Number: 31001450410095,  Location: 0.2 MI S SR 6 (Lat: 34.253561,  Lng: -88.715936),  Route carried "on" structure: State highway 145,  Year Built: 1935,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 2.97m (9.74ft),  Average Daily Traffic: 19,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,000 (year 2040),  Design Load: H 15,  Features Intersected: KINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.005,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.9m (32.5ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.00m (13.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $367,000,000,  Roadway Improvement Cost: $37,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 31001450410115A,  Location: SR 145 OVER SR 178 (Lat: 34.273628,  Lng: -88.715661),  Route carried "on" structure: State highway 145,  Year Built: 1967,  Status: Open,  Structure Length: 8.31m (27.26ft),  Average Daily Traffic: 12,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,000 (year 2040),  Design Load: HS 20,  Features Intersected: SR 178
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.070,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 14,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 31001450410115B,  Location: SR 145 OVER SR 178 (Lat: 34.272814,  Lng: -88.715528),  Route carried "on" structure: State highway 145,  Year Built: 1967,  Status: Open,  Structure Length: 8.31m (27.26ft),  Average Daily Traffic: 12,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,000 (year 2040),  Design Load: HS 20,  Features Intersected: SR 178
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.144,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 14,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 52.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 31001450412278,  Location: 1.3 MI N SR 178 (Lat: 34.292211,  Lng: -88.710828),  Route carried "on" structure: State highway 145,  Year Built: 2000,  Status: Open,  Structure Length: 3.71m (12.17ft),  Average Daily Traffic: 20,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,000 (year 2040),  Design Load: HS 20,  Features Intersected: TOWN CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.396,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.0 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 31001450412279,  Location: 1.4 MI N SR 178 (Lat: 34.294064,  Lng: -88.709422),  Route carried "on" structure: State highway 145,  Year Built: 2000,  Status: Open,  Structure Length: 9.38m (30.77ft),  Average Daily Traffic: 20,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,000 (year 2040),  Design Load: HS 20,  Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.639,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 70.0 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: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 31001780410818,  Location: 2.3 MI E PONTOTOC CL (Lat: 34.322989,  Lng: -88.792411),  Route carried "on" structure: State highway 178,  Year Built: 1936,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 3,100 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,100 (year 2040),  Design Load: H 15,  Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.527,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.94m (16.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $414,000,000,  Roadway Improvement Cost: $41,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 31001780410822,  Location: 2.7 MI E PONTOTOC CL (Lat: 34.317556,  Lng: -88.790606),  Route carried "on" structure: State highway 178,  Year Built: 1978,  Status: Open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 15,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,000 (year 2040),  Design Load: HS 20,  Features Intersected: TOWN CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.156,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 17,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 59.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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

Find on map >>   Show street view

Structure Number: 31001780410884A,  Location: SR178 OVER US 45 (Lat: 34.275069,  Lng: -88.706367),  Route carried "on" structure: State highway 178,  Year Built: 1966,  Status: Open,  Structure Length: 6.59m (21.62ft),  Average Daily Traffic: 2,700 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,700 (year 2040),  Design Load: HS 20,  Features Intersected: US 45
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.227,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 73.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.71m (22.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $357,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $668,000,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 31001780410884B,  Location: SR178 OVER US 45 (Lat: 34.274553,  Lng: -88.706903),  Route carried "on" structure: State highway 178,  Year Built: 1975,  Status: Open,  Structure Length: 6.90m (22.64ft),  Average Daily Traffic: 1,050 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,050 (year 2040),  Design Load: HS 20,  Features Intersected: US 45
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.174,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 31001780410923,  Location: 2.6 MI E US 45 (Lat: 34.258400,  Lng: -88.653581),  Route carried "on" structure: State highway 178,  Year Built: 1948,  Status: Posted for load,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 6,700 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,700 (year 2040),  Design Load: HS 15,  Features Intersected: WEST TULIP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.061,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 17,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 35.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum 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: 4.05m (13.29ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $315,000,000,  Roadway Improvement Cost: $32,000,000,  Total Project Cost: $939,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 31001780410926,  Location: 2.9 MI E US 45 (Lat: 34.259653,  Lng: -88.649289),  Route carried "on" structure: State highway 178,  Year Built: 1948,  Status: Posted for load,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 6,700 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,700 (year 2040),  Design Load: HS 15,  Features Intersected: MIDDLE TULIP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.481,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 17,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 7.08m (23.23ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $649,000,000,  Roadway Improvement Cost: $65,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 37000060411223,  Location: 1.0 MI E NATCHEZ TRACE (Lat: 34.209308,  Lng: -88.764253),  Route carried "on" structure: Ramp State highway 6,  Year Built: 2015,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 390 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 440 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.264,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Very good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

Find on map >>   Show street view

Structure Number: 41000060411211,  Location: 0.1 MI W NATCHEZ TRACE (Lat: 34.211858,  Lng: -88.783997),  Route carried "on" structure: County highway 6,  Year Built: 2015,  Status: Open,  Structure Length: 11.04m (36.22ft),  Average Daily Traffic: 670 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 670 (year 2040),  Design Load: HS 20,  Features Intersected: SR 6,  Facility Carried by Structure: BISSELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.618,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 66.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 41000060411221,  Location: 0.9 MI E NATCHEZ TRACE (Lat: 34.210525,  Lng: -88.766775),  Route carried "on" structure: County highway 6,  Year Built: 2015,  Status: Open,  Structure Length: 12.87m (42.22ft),  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,700 (year 2040),  Design Load: HS 20,  Features Intersected: SR 6,  Facility Carried by Structure: HANCOCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.725,  Lanes on structure: 2,  Lanes under structure: 6,  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: 4,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 66.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 41000450412214,  Location: 3.1 MI S SR 6 (Lat: 34.209472,  Lng: -88.708367),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 9.00m (29.53ft),  Average Daily Traffic: 15,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,000 (year 2040),  Design Load: HS 20,  Features Intersected: US 45,  Facility Carried by Structure: S GREEN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.913,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 27,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 26.4m (86.6ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 41000780410861,  Location: 0.8 MI W NATCHEZ TRACE (Lat: 34.300572,  Lng: -88.739814),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 10.19m (33.43ft),  Average Daily Traffic: 1,200 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,200 (year 2040),  Design Load: HS 20,  Features Intersected: I 22,  Facility Carried by Structure: MT VERNON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.791,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.3 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 41000780410868,  Location: 0.1 MI W NATCHEZ TRACE (Lat: 34.299786,  Lng: -88.727108),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 10.28m (33.73ft),  Average Daily Traffic: 290 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 340 (year 2040),  Design Load: HS 20,  Features Intersected: I 22,  Facility Carried by Structure: OLD TOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.705,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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

Find on map >>   Show street view

Structure Number: 41000780410918,  Location: 3.6 MI E US 45 (Lat: 34.279406,  Lng: -88.645500),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 11.05m (36.25ft),  Average Daily Traffic: 630 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 630 (year 2040),  Design Load: HS 20,  Features Intersected: I 22,  Facility Carried by Structure: MORGAN WOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.068,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: 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

Find on map >>   Show street view

Structure Number: 41000780410921A,  Location: 3.9 MI E US 45 (Lat: 34.277686,  Lng: -88.638900),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 10.84m (35.56ft),  Average Daily Traffic: 750 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 750 (year 2040),  Design Load: HS 20,  Features Intersected: I 22,  Facility Carried by Structure: AUBURN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.344,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 41000780410921B,  Location: 3.9 MI E US 45 (Lat: 34.276936,  Lng: -88.639489),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 10.84m (35.56ft),  Average Daily Traffic: 750 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 750 (year 2040),  Design Load: HS 20,  Features Intersected: I 22,  Facility Carried by Structure: AUBURN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.130,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 51000060411233,  Location: 1.5 MI W SR 145 (Lat: 34.209689,  Lng: -88.746161),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 9.46m (31.04ft),  Average Daily Traffic: 2,200 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,500 (year 2040),  Design Load: HS 20,  Features Intersected: SR 6,  Facility Carried by Structure: THOMAS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.260,  Lanes on structure: 2,  Lanes under structure: 4,  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: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.3 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: 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

Find on map >>   Show street view

Structure Number: 51000060411238,  Location: 1.0 MI W SR 145 (Lat: 34.208558,  Lng: -88.737444),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 9.92m (32.55ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,200 (year 2040),  Design Load: HS 20,  Features Intersected: SR 6,  Facility Carried by Structure: SOUTHERN HEIGHTS R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.616,  Lanes on structure: 2,  Lanes under structure: 4,  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: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: 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

Find on map >>   Show street view

Structure Number: 51000780410844,  Location: 1.3 MI E SR 178 (Lat: 34.306728,  Lng: -88.768906),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 10.80m (35.43ft),  Average Daily Traffic: 9,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,000 (year 2040),  Design Load: HL 93,  Features Intersected: I 22,  Facility Carried by Structure: COLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.473,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 42.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 51001780410868,  Location: 0.5 MI E NATCHEZ TRACE (Lat: 34.277978,  Lng: -88.725261),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 6.17m (20.24ft),  Average Daily Traffic: 2,800 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR 178,  Facility Carried by Structure: COUNTRY CLUB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.143,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than 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

Find on map >>   Show street view

Structure Number: 5100178041088,  Location: 0.3 MI E SR 145 (Lat: 34.272497,  Lng: -88.711247),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,200 (year 2040),  Design Load: HS 20,  Features Intersected: SR 178,  Facility Carried by Structure: MADISON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.852,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.5m (60.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.0 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 51001780410882,  Location: 0.4 MI E US 145 (Lat: 34.273325,  Lng: -88.709183),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 6.26m (20.54ft),  Average Daily Traffic: 4,200 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,200 (year 2040),  Design Load: HS 20,  Features Intersected: SR 178,  Facility Carried by Structure: GREEN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.893,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $79,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $324,000,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 5570040P,  Location: 0.6 MILES SOUTH OF U.S. R (Lat: 34.326722,  Lng: -88.713278),  Route carried "on" structure: Federal lands road 1,  Year Built: 1958,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 2,920 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,212 (year 2028),  Design Load: H 15,  Features Intersected: OLD U.S. ROUTE 45,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 427.731,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.5m (34.4ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $60,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $90,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 5570041P,  Location: 0.8 MILES FROM OLD TOWN O (Lat: 34.313361,  Lng: -88.718139),  Route carried "on" structure: Federal lands road 1,  Year Built: 1958,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 2,920 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,212 (year 2032),  Design Load: H 15,  Features Intersected: OLD TOWN CREEK (OLD CHAN,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 426.122,  Lanes on structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,500,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $3,750,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 5570042P,  Location: 2.2 MILES SOUTH OF U.S. R (Lat: 34.307528,  Lng: -88.720889),  Route carried "on" structure: Federal lands road 1,  Year Built: 1959,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 2,920 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,212 (year 2032),  Design Load: H 15,  Features Intersected: OLD TOWN CREEK (NEW CHAN,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 425.478,  Lanes on structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 29.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $38,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 5570043P,  Location: 0.38 MILES SOUTH OF U.S. (Lat: 34.293528,  Lng: -88.726778),  Route carried "on" structure: Federal lands road 1,  Year Built: 1959,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 2,920 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,212 (year 2032),  Design Load: H 15,  Features Intersected: LAKESHIRE DRIVE,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 423.821,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: National Park Service,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.0m (26.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $75,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 5570044P,  Location: 2.6 MILES NORTH OF MS ROU (Lat: 34.281944,  Lng: -88.732444),  Route carried "on" structure: Federal lands road 1,  Year Built: 1959,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 2,920 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,212 (year 2032),  Design Load: H 15,  Features Intersected: OLD U.S. ROUTE 78,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 422.453,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: National Park Service,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $60,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $90,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 5570045P,  Location: 1.5 MILES SOUTH OF U.S. R (Lat: 34.279139,  Lng: -88.735056),  Route carried "on" structure: Federal lands road 1,  Year Built: 1954,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 2,920 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,212 (year 2032),  Design Load: H 15,  Features Intersected: ST. LOUIS & SAN FRANCISC,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 421.970,  Lanes on structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $38,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 5570047P,  Location: 0.9 MILES NORTH OF MS ROU (Lat: 34.264639,  Lng: -88.752417),  Route carried "on" structure: Federal lands road 1,  Year Built: 1953,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 2,920 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,212 (year 2032),  Design Load: H 15,  Features Intersected: AIRPORT ROAD,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 419.701,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Inventory Rating: 75.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $110,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $158,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 5570048P,  Location: 3.8 MILES SOUTH OF U.S. R (Lat: 34.252111,  Lng: -88.757250),  Route carried "on" structure: Federal lands road 1,  Year Built: 1959,  Status: Open,  Structure Length: 2.05m (6.73ft),  Average Daily Traffic: 3,050 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,355 (year 2032),  Design Load: H 15,  Features Intersected: MS ROUTE 6,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 418.252,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: National Park Service,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.5m (67.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 29.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $110,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $165,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 5570049P,  Location: 1.2 MILES SOUTH OF MS ROU (Lat: 34.236000,  Lng: -88.766139),  Route carried "on" structure: Federal lands road 1,  Year Built: 1970,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 3,050 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,355 (year 2032),  Design Load: H 15,  Features Intersected: CLIFF GOOKIN BOULEVARD,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 416.321,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $35,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $53,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous