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

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Structure Number: 11000200250179A,  Location: 0.2 MI E WARREN CL (Lat: 32.352978,  Lng: -90.627017),  Route carried "on" structure: Interstate 20,  Year Built: 1994,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 16,500 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 19,000 (year 2040),  Design Load: HS 20,  Features Intersected: BIG BLACK RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.151,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  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-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Very good,  Channel: Very good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000200750001,  Location: MISS/LA STATE LINE (Lat: 32.321500,  Lng: -90.933475),  Route carried "on" structure: Interstate 20,  Year Built: 1973,  Status: Open,  Structure Length: 336.87m (1105.22ft),  Average Daily Traffic: 23,000 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 25,000 (year 2040),  Design Load: HS 20,  Features Intersected: MISSISSIPPI RIVER
Minimum Vertical Clearance: 9.60m (31.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 36.0m (118.1ft), Horizontal Clearance: 257.9m (846.1ft)),  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 112,  Length of Maximum Span: 265.2m (870.1ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 28.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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,  Length Of Structure Improvement: 353.70m (1160.43ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Underwater Inspection Date: Febuary 2021,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $999,999,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11000200750013B,  Location: 1.3 MI E LA ST LINE (Lat: 32.310186,  Lng: -90.894944),  Route carried "on" structure: Interstate 20,  Year Built: 1971,  Status: Open,  Structure Length: 24.63m (80.81ft),  Average Daily Traffic: 14,500 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 15,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: IOWA A,KCSRR,STOUT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.900,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000200750013C,  Location: 1.3 MI E LA ST LINE (Lat: 32.309767,  Lng: -90.897561),  Route carried "on" structure: Interstate 20,  Year Built: 1971,  Status: Open,  Structure Length: 23.87m (78.31ft),  Average Daily Traffic: 14,500 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 15,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: IOWA A,KCSRR,STOUT BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.697,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.87m (78.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $624,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $824,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000200750015,  Location: 1.5 MI E LA ST LINE (Lat: 32.311581,  Lng: -90.890114),  Route carried "on" structure: Interstate 20,  Year Built: 1971,  Status: Open,  Structure Length: 12.56m (41.21ft),  Average Daily Traffic: 29,000 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 31,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US 61N TO I20W RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.442,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 50.0m (164.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000200750017,  Location: 1.7 MI E LA ST LINE (Lat: 32.312964,  Lng: -90.887542),  Route carried "on" structure: Interstate 20,  Year Built: 1971,  Status: Open,  Structure Length: 15.76m (51.71ft),  Average Daily Traffic: 29,000 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 31,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 20 W TO US 61S RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.728,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 59.4m (194.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 60.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.9 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000200750045A,  Location: 4.5 MI E LA ST LINE (Lat: 32.340258,  Lng: -90.847833),  Route carried "on" structure: Interstate 20,  Year Built: 1955,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 23,500 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 25,500 (year 2040),  Design Load: HS 20,  Features Intersected: OLD HWY 27, KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.234,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 47.3 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.18m (30.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $848,000,000,  Roadway Improvement Cost: $85,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000200750045B,  Location: 4.5 MI E LA ST LINE (Lat: 32.339728,  Lng: -90.848169),  Route carried "on" structure: Interstate 20,  Year Built: 1971,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 23,500 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 25,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: OLD HWY 27, KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.590,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.0 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000200750048A,  Location: 4.8 MI E LA ST LINE (Lat: 32.342867,  Lng: -90.844003),  Route carried "on" structure: Interstate 20,  Year Built: 1955,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 23,500 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 25,500 (year 2040),  Design Load: HS 20,  Features Intersected: SR 822 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.772,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.93m (26.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $729,000,000,  Roadway Improvement Cost: $73,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000200750048B,  Location: 4.8 MI E LA ST LINE (Lat: 32.342472,  Lng: -90.844092),  Route carried "on" structure: Interstate 20,  Year Built: 1960,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 23,500 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 25,500 (year 2040),  Design Load: HS 20,  Features Intersected: SR 822 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.079,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.16m (20.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $138,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $338,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000200750049A,  Location: 4.9 MI E LA ST LINE (Lat: 32.343692,  Lng: -90.842775),  Route carried "on" structure: Interstate 20,  Year Built: 1960,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 23,500 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 25,500 (year 2040),  Design Load: HS 20,  Features Intersected: SR 822 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.625,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 15 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 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: 11.6m (38.1ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.97m (19.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $263,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $463,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11000200750049B,  Location: 4.9 MI E LA ST LINE (Lat: 32.343372,  Lng: -90.842750),  Route carried "on" structure: Interstate 20,  Year Built: 1960,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 23,500 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 25,500 (year 2040),  Design Load: HS 20,  Features Intersected: SR 822 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.240,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 15 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 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: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 47.6 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.97m (19.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $145,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $345,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17000200250446C,  Location: 3.5 MI E SR 18 (Lat: 32.279528,  Lng: -90.212989),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1966,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 8,700 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 10,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.443,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.9 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.75m (28.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $191,000,000,  Roadway Improvement Cost: $19,000,000,  Total Project Cost: $287,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17000200750009,  Location: 1.0 MI E LA STATE LINE (Lat: 32.311597,  Lng: -90.899639),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1971,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 8,600 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,600 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TUNNEL CARRYING KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.518,  Lanes on structure: 7,  Base Highway Network: Yes (Inventory Route: 95,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft)

Condition: Culverts: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 17000200750011,  Location: 1.1 MI E LA STATE LINE (Lat: 32.311517,  Lng: -90.898058),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1971,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 2,500 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 2,700 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TUNNEL CARRYING KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.407,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft)

Condition: Culverts: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: 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: September 2021

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Structure Number: 17000200750012,  Location: 1.2 MI E LA STATE LINE (Lat: 32.311111,  Lng: -90.898103),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1971,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 760 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 820 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TUNNEL CARRYING KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.187,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 34.4m (112.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft)

Condition: Culverts: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: 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: September 2021

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Structure Number: 17000200750013A,  Location: 1.3 MI E LA STATE LINE (Lat: 32.310283,  Lng: -90.895036),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1971,  Status: Open,  Structure Length: 19.17m (62.89ft),  Average Daily Traffic: 2,500 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 2,700 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: IOWA AV,KCSRR,STOUT B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.077,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17000200750013D,  Location: 1.3 MI E LA STATE LINE (Lat: 32.309544,  Lng: -90.897422),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1971,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 3,700 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 4,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: IOWA AVE KCSRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.309,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 53.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1700020075005,  Location: 5.0 MI E LA STATE LINE (Lat: 32.343486,  Lng: -90.840064),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1960,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 1,900 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 2,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US 80 WESTBOUND LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 3 degrees,  Material/Design: Steel,  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: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 61.3 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: Meets minimum limits,  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: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000610010279A,  Location: 0.2 MI N WILKINSON CL (Lat: 31.341128,  Lng: -91.375653),  Route carried "on" structure: US 61,  Year Built: 1993,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 2,350 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 2,400 (year 2040),  Design Load: HS 20,  Features Intersected: HOMOCHITTO RIVER TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.207,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Inventory Rating: 61.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000610751022A,  Location: 6.8 MI N CLAIBORNE CL (Lat: 32.174856,  Lng: -90.942681),  Route carried "on" structure: US 61,  Year Built: 1994,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 3,600 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,800 (year 2040),  Design Load: HS 20,  Features Intersected: BIG BOGUE DESHA TRIB #1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.367,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.0 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000610751022B,  Location: 6.8 MI N CLAIBORNE CL (Lat: 32.174492,  Lng: -90.942408),  Route carried "on" structure: US 61,  Year Built: 1995,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 3,600 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,800 (year 2040),  Design Load: HS 20,  Features Intersected: BIG BOGUE DESHA TRIB #1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.182,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000610751060A,  Location: 10.3 MI N CLAIBORNE CL (Lat: 32.225914,  Lng: -90.928583),  Route carried "on" structure: US 61,  Year Built: 1986,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 4,150 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,150 (year 2040),  Design Load: HS 20,  Features Intersected: PACES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.292,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 2),  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: 6,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000610751060B,  Location: 10.3 MI N CLAIBORNE CL (Lat: 32.225386,  Lng: -90.928533),  Route carried "on" structure: US 61,  Year Built: 1969,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 4,150 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,150 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PACES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.233,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 12.2m (40.0ft),  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: 12.7m (41.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000610751061A,  Location: 10.4 MI N CLAIBORNE CL (Lat: 32.227650,  Lng: -90.927642),  Route carried "on" structure: US 61,  Year Built: 1986,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 4,150 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,150 (year 2040),  Design Load: HS 20,  Features Intersected: PACES BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.079,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 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: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000610751061B,  Location: 10.4 MI N CLAIBORNE CL (Lat: 32.226956,  Lng: -90.927700),  Route carried "on" structure: US 61,  Year Built: 1986,  Status: Open,  Structure Length: 7.36m (24.15ft),  Average Daily Traffic: 4,150 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,150 (year 2040),  Design Load: HS 20,  Features Intersected: PACES BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.425,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 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: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000610751113A,  Location: 15.9 MI N CLAIBORNE CL (Lat: 32.291836,  Lng: -90.895750),  Route carried "on" structure: US 61,  Year Built: 1968,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,500 (year 2040),  Design Load: HS 20,  Features Intersected: HATCHER BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.935,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000610751113B,  Location: 15.9 MI N CLAIBORNE CL (Lat: 32.291067,  Lng: -90.895878),  Route carried "on" structure: US 61,  Year Built: 1968,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,500 (year 2040),  Design Load: HS 20,  Features Intersected: HATCHER BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.528,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 56.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000610751173,  Location: US 61N OVER I 20E (Lat: 32.347164,  Lng: -90.829461),  Route carried "on" structure: US 61,  Year Built: 1960,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 27,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 27,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 20 EAST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.393,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.58m (21.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $286,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $519,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000610751174,  Location: US 61N OVER I 20W (Lat: 32.348083,  Lng: -90.829392),  Route carried "on" structure: US 61,  Year Built: 1960,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 27,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 27,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 20 WEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.496,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.19m (20.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $249,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $500,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 2100061075121,  Location: 3.6 MI N I 20 (Lat: 32.402169,  Lng: -90.827183),  Route carried "on" structure: US 61,  Year Built: 1961,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 7,100 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 7,600 (year 2040),  Design Load: HS 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.505,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $118,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $369,000,000

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Structure Number: 21000610751217,  Location: 4.1 MI S SR 3 (Lat: 32.424900,  Lng: -90.823339),  Route carried "on" structure: US 61,  Year Built: 1961,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 7,100 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 7,100 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BLISS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.143,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Inventory Rating: 90.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 21000610751227,  Location: 3.1 MI S SR 3 (Lat: 32.439103,  Lng: -90.820569),  Route carried "on" structure: US 61,  Year Built: 1961,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 5,700 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 6,000 (year 2040),  Design Load: HS 20,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.746,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 6,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Very good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $229,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $497,000,000

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Structure Number: 27000610751127,  Location: 17.3 MI N CLAIBORNE CL (Lat: 32.309492,  Lng: -90.887000),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1971,  Status: Open,  Structure Length: 17.28m (56.69ft),  Average Daily Traffic: 950 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 1,000 (year 2040),  Design Load: HS 20,  Features Intersected: I 20 WEST TO US 61 SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.211,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 51.8m (169.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 27000610751175,  Location: I 20/US 61 NORTH INCHG (Lat: 32.348278,  Lng: -90.828011),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1960,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 5,400 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 5,800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 20 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.546,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $400,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $800,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31004650750026,  Location: 2.6 MI W US 61 (Lat: 32.473311,  Lng: -90.838150),  Route carried "on" structure: State highway 465,  Year Built: 1959,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 810 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 810 (year 2040),  Design Load: HS 15,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.192,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 6.1m (20.0ft),  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: 9.3m (30.5ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.53m (27.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $296,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $603,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31004650750031,  Location: 3.1 MI W US 61 (Lat: 32.469819,  Lng: -90.844700),  Route carried "on" structure: State highway 465,  Year Built: 1959,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 810 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 810 (year 2040),  Design Load: HS 15,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.920,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft)

Condition: Channel: Very good,  Culverts: Fair,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 41000200250251,  Location: 4.7 MI E SR 22 (Lat: 32.361939,  Lng: -90.519053),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 160 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 160 (year 2040),  Design Load: H 15,  Features Intersected: I 20,  Facility Carried by Structure: FARR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.948,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Very good,  Operating Rating: 84.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.71m (22.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $100,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $350,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 4100020075001,  Location: 1.0 MI E LA ST LINE (Lat: 32.310292,  Lng: -90.899886),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Open,  Structure Length: 9.51m (31.20ft),  Average Daily Traffic: 8,600 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,600 (year 2040),  Design Load: HS 20,  Features Intersected: I 20,  Facility Carried by Structure: WASHINGTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 95,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 29.4m (96.5ft),  Out-to-Out Width: 30.4m (99.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 41000610751189,  Location: 1.5 MI N I 20 (Lat: 32.369600,  Lng: -90.828336),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Open,  Structure Length: 9.54m (31.30ft),  Average Daily Traffic: 4,400 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 4,400 (year 2040),  Design Load: HS 15,  Features Intersected: US 61,  Facility Carried by Structure: CULKIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.152,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 52.2 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: High priority of corrective action,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.88m (32.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $313,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $613,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 51000200250369,  Location: 2.1 MI E NATCHEZ TRACE (Lat: 32.326075,  Lng: -90.325728),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 12.59m (41.31ft),  Average Daily Traffic: 9,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 20,  Facility Carried by Structure: SPRINGRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.355,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 3 degrees,  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: 29.3m (96.1ft),  Out-to-Out Width: 29.7m (97.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 84.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place