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

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Structure Number: 18000550251007,  Location: 3.7 MI N OF SR 25 (Lat: 32.379683,  Lng: -90.146850),  Route carried "on" structure: ServiceOther road ,  Year Built: 1987,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 3,900 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,900 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 55,  Facility Carried by Structure: BRIARWOOD LOOP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.055,  Lanes on structure: 1,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000510250951,  Location: JCT I 20 (Lat: 32.275544,  Lng: -90.205361),  Route carried "on" structure: US 51,  Year Built: 1956,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 19,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 19,000 (year 2040),  Design Load: HS 20,  Features Intersected: CNIC RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.919,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000510250956,  Location: 0.1 MI N I 20 WEST BOUND (Lat: 32.277281,  Lng: -90.196378),  Route carried "on" structure: US 51,  Year Built: 1956,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 19,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 19,000 (year 2040),  Design Load: HS 20,  Features Intersected: LYNCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.793,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.5m (18.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 87.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 21000510250958,  Location: 0.7 MI N I 20 (Lat: 32.277825,  Lng: -90.193325),  Route carried "on" structure: US 51,  Year Built: 1956,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 19,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 19,000 (year 2040),  Design Load: HS 20,  Features Intersected: GALLATIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.8 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000800250408,  Location: 0.4 MI W SR 18 (Lat: 32.307586,  Lng: -90.261122),  Route carried "on" structure: US 80,  Year Built: 1940,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 9,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,500 (year 2040),  Design Load: H 15,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.352,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 38.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 21000800250424,  Location: 0.6 MI E I 220 (Lat: 32.296003,  Lng: -90.237294),  Route carried "on" structure: US 80,  Year Built: 1939,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 15,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,000 (year 2040),  Design Load: H 15,  Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.942,  Lanes on structure: 7,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.1m (75.8ft),  Skew: 7 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.2m (23.6ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 70.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $70,000,000,  Roadway Improvement Cost: $7,000,000,  Total Project Cost: $105,000,000

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Structure Number: 21000800250442,  Location: 1.7 MI E I 220 (Lat: 32.288206,  Lng: -90.219992),  Route carried "on" structure: US 80,  Year Built: 1939,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 17,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,000 (year 2040),  Design Load: H 15,  Features Intersected: LYNCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.789,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.23m (7.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $166,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $425,000,000

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Structure Number: 21000800250447,  Location: 2.3 MI E I 220 (Lat: 32.286564,  Lng: -90.211450),  Route carried "on" structure: US 80,  Year Built: 1939,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 15,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,000 (year 2040),  Design Load: H 15,  Features Intersected: LYNCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.615,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 2100080025046,  Location: 0.3 MI W US 51 (Lat: 32.283275,  Lng: -90.188411),  Route carried "on" structure: US 80,  Year Built: 1938,  Status: Open,  Structure Length: 11.73m (38.48ft),  Average Daily Traffic: 14,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,000 (year 2040),  Design Load: H 15,  Features Intersected: CNIC RR/WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.818,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 8,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.1 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 replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.81m (48.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $152,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000800250463,  Location: US 80 OVER US 51 (Lat: 32.282594,  Lng: -90.184508),  Route carried "on" structure: US 80,  Year Built: 1938,  Status: Open,  Structure Length: 17.83m (58.50ft),  Average Daily Traffic: 14,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,000 (year 2040),  Design Load: H 15,  Features Intersected: US 51, ABANDONDED RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.193,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 13,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.1 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 replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 22.04m (72.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $233,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000800250464,  Location: 0.1 MI E US 51 (Lat: 32.282039,  Lng: -90.181314),  Route carried "on" structure: US 80,  Year Built: 1938,  Status: Open,  Structure Length: 35.66m (116.99ft),  Average Daily Traffic: 14,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,000 (year 2040),  Design Load: H 15,  Features Intersected: PEARL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.501,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 8,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 23,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 38.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 35.66m (116.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2021,  Underwater Inspection Date: October 2019,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $130,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000120040877,  Location: 0.4 MI W SR 429 (Lat: 33.031081,  Lng: -89.772075),  Route carried "on" structure: State highway 12,  Year Built: 2016,  Status: Open,  Structure Length: 6.14m (20.14ft),  Average Daily Traffic: 3,100 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,100 (year 2040),  Design Load: HL 93,  Features Intersected: LONG CREEK TRIBUTARY 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.569,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  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: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000180250556A,  Location: SR 18 OVER I 20 (Lat: 32.293361,  Lng: -90.266375),  Route carried "on" structure: State highway 18,  Year Built: 1969,  Status: Open,  Structure Length: 10.30m (33.79ft),  Average Daily Traffic: 15,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.012,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Very good,  Inventory Rating: 56.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000180250556B,  Location: SR 18 OVER I 20 (Lat: 32.292592,  Lng: -90.266944),  Route carried "on" structure: State highway 18,  Year Built: 1969,  Status: Open,  Structure Length: 10.30m (33.79ft),  Average Daily Traffic: 15,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.158,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Very good,  Inventory Rating: 56.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000180250561A,  Location: 0.4 MI E I 20 (Lat: 32.298422,  Lng: -90.260628),  Route carried "on" structure: State highway 18,  Year Built: 1967,  Status: Open,  Structure Length: 16.79m (55.09ft),  Average Daily Traffic: 7,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,000 (year 2040),  Design Load: HS 20,  Features Intersected: ROBINSON RD, LYNCH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.232,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  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: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 56.9 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.79m (55.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $251,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $523,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000180250561B,  Location: 0.4 MI E I 20 (Lat: 32.297247,  Lng: -90.261783),  Route carried "on" structure: State highway 18,  Year Built: 1967,  Status: Open,  Structure Length: 17.47m (57.32ft),  Average Daily Traffic: 7,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,000 (year 2040),  Design Load: HS 20,  Features Intersected: ROBINSON RD, LYNCH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.869,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  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: 56.9 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.47m (57.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $261,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $535,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000250250000A,  Location: SR 25 OVER I 55 (Lat: 32.333667,  Lng: -90.163261),  Route carried "on" structure: State highway 25,  Year Built: 1970,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 10.58m (34.71ft),  Average Daily Traffic: 38,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 38,000 (year 2040),  Design Load: H 20,  Features Intersected: I 55
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.158,  Lanes on structure: 8,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 32.0m (105.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 32.0m (105.0ft),  Out-to-Out Width: 32.9m (107.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.41m (44.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $317,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000250250002,  Location: 0.2 MI N I 55 (Lat: 32.333783,  Lng: -90.158914),  Route carried "on" structure: State highway 25,  Year Built: 1968,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 38,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 38,000 (year 2040),  Design Load: HS 20,  Features Intersected: EUBANKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.568,  Lanes on structure: 12,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.2m (17.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 31000250250016A,  Location: 1.6 MI N I 55 (Lat: 32.332983,  Lng: -90.134167),  Route carried "on" structure: State highway 25,  Year Built: 1965,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 22,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,500 (year 2040),  Design Load: HS 20,  Features Intersected: PEARL RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.608,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Fair,  Channel: Good,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.75m (31.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $127,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $380,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000250250016B,  Location: 1.6 MI N I 55 (Lat: 32.333100,  Lng: -90.135489),  Route carried "on" structure: State highway 25,  Year Built: 1965,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 22,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,500 (year 2040),  Design Load: HS 20,  Features Intersected: PEARL RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.781,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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,  Length Of Structure Improvement: 9.75m (31.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $127,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $380,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000250250017A,  Location: 1.7 MI N I 55 (Lat: 32.331383,  Lng: -90.128000),  Route carried "on" structure: State highway 25,  Year Built: 1965,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 35.97m (118.01ft),  Average Daily Traffic: 22,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,500 (year 2040),  Design Load: HS 20,  Features Intersected: PEARL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 22,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 35.97m (118.01ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Underwater Inspection Date: October 2019,  Bridge Improvement Cost: $470,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $778,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31000250250017B,  Location: 1.7 MI N I 55 (Lat: 32.332131,  Lng: -90.131694),  Route carried "on" structure: State highway 25,  Year Built: 1965,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 34.75m (114.01ft),  Average Daily Traffic: 22,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,500 (year 2040),  Design Load: HS 20,  Features Intersected: PEARL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.154,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 21,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 43.89m (144.00ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Underwater Inspection Date: October 2019,  Bridge Improvement Cost: $574,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $898,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 41000550250864,  Location: 4.9 MI S JCT I55S I20W (Lat: 32.210222,  Lng: -90.235939),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 1,300 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,300 (year 2040),  Design Load: HS 15,  Features Intersected: I 55,  Facility Carried by Structure: OLD BYRAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.366,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 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 or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Very good,  Operating Rating: 34.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.88m (29.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $819,000,000,  Roadway Improvement Cost: $82,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 51000200250414,  Location: 0.3 MI E SR 18 (Lat: 32.290353,  Lng: -90.261631),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 11.64m (38.19ft),  Average Daily Traffic: 6,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,500 (year 2040),  Design Load: HS 20,  Features Intersected: I 20,  Facility Carried by Structure: ROBINSON ROAD EXT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.391,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 70.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.19m (39.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $750,000,000,  Roadway Improvement Cost: $300,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 51000550250873,  Location: ELTON RD INTERSECTION (Lat: 32.221397,  Lng: -90.226400),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 5,100 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,100 (year 2040),  Design Load: HS 20,  Features Intersected: I 55,  Facility Carried by Structure: ELTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.307,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 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 or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.96m (29.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $826,000,000,  Roadway Improvement Cost: $83,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 51000550250889,  Location: 2.4 MI S I55S/I20W (Lat: 32.242189,  Lng: -90.215444),  Route carried "on" structure: City street ,  Year Built: 1959,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 4,900 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,900 (year 2040),  Design Load: HS 20,  Features Intersected: I 55,  Facility Carried by Structure: SAVANNA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.471,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Very good,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 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: 8.45m (27.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $779,000,000,  Roadway Improvement Cost: $78,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 51000550250897,  Location: 1.6 MI S I55S/I20W (Lat: 32.252306,  Lng: -90.212183),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 4,100 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,100 (year 2040),  Design Load: H 20,  Features Intersected: I 55,  Facility Carried by Structure: DANIEL LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.202,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Very good,  Operating Rating: 45.4 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.49m (27.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $782,000,000,  Roadway Improvement Cost: $78,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 51000550250957A,  Location: 2.6 MI N I 20 (Lat: 32.309797,  Lng: -90.162947),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 9,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,000 (year 2040),  Design Load: HS 20,  Features Intersected: I 55,  Facility Carried by Structure: FORTIFICATION ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.179,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  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: 27.7m (90.9ft),  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: Fair,  Superstructure: Fair,  Substructure: Very good,  Inventory Rating: 68.4 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: 13.14m (43.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $123,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 51000550250957B,  Location: 2.6 MI N I 20 (Lat: 32.310153,  Lng: -90.163961),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 9,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,000 (year 2040),  Design Load: HS 20,  Features Intersected: I 55,  Facility Carried by Structure: FORTIFICATION ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.308,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  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: 27.7m (90.9ft),  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: Fair,  Superstructure: Fair,  Substructure: Very good,  Inventory Rating: 68.4 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: 13.14m (43.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $123,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 51000550250967A,  Location: 0.6 MI S SR 25 (Lat: 32.323575,  Lng: -90.158706),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 2,150 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,150 (year 2040),  Design Load: HS 20,  Features Intersected: I 55,  Facility Carried by Structure: RIVERSIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.027,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.90m (19.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $529,000,000,  Roadway Improvement Cost: $53,000,000,  Total Project Cost: $793,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 51000550250967B,  Location: 0.6 MI S SR 25 (Lat: 32.323275,  Lng: -90.159133),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 2,150 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,150 (year 2040),  Design Load: HS 20,  Features Intersected: I 55,  Facility Carried by Structure: RIVERSIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.667,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.5m (86.9ft),  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: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.90m (19.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $529,000,000,  Roadway Improvement Cost: $53,000,000,  Total Project Cost: $793,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 51000550250985,  Location: 1.1 MI N SR 25 (Lat: 32.348350,  Lng: -90.154794),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 9,400 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,400 (year 2040),  Design Load: HS 20,  Features Intersected: I 55,  Facility Carried by Structure: MEADOWBROOK ROAD
Minimum Vertical Clearance: 5.81m (19.06ft),  Kilometerpoint: 2.424,  Lanes on structure: 7,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 32.6m (107.0ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 70.7 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 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 51000550251008,  Location: 3.7 MI N SR 25 (Lat: 32.380344,  Lng: -90.147467),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 8,600 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,600 (year 2040),  Design Load: HS 20,  Features Intersected: I 55,  Facility Carried by Structure: BRIARWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.292,  Lanes on structure: 6,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 71.6 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: Meets minimum limits,  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: 51002200250017,  Location: 0.9 MI N US 80 (Lat: 32.312911,  Lng: -90.247147),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 9.88m (32.41ft),  Average Daily Traffic: 720 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 720 (year 2040),  Design Load: HS 20,  Features Intersected: I 220,  Facility Carried by Structure: ST. CHARLES STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.536,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 67.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 51002200250022,  Location: 2.2 MI N I 20 (Lat: 32.319750,  Lng: -90.248236),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 880 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 880 (year 2040),  Design Load: HS 20,  Features Intersected: I 220,  Facility Carried by Structure: SOUTH DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.055,  Lanes on structure: 4,  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: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 75.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 51002200250093,  Location: 4.2 MI N US 49 (Lat: 32.397300,  Lng: -90.180361),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 5,600 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,600 (year 2040),  Design Load: HS 20,  Features Intersected: I 220,  Facility Carried by Structure: HANGING MOSS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.638,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 4,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 26.4m (86.6ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Very good,  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 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 5570470P,  Location: 3P PROJECT SECTION (Lat: 32.385808,  Lng: -90.257808),  Route carried "on" structure: Federal lands road ,  Year Built: 1999,  Status: Open,  Structure Length: 10.35m (33.96ft),  Average Daily Traffic: 215 (year 2019),  Average Future Daily Traffic: 235 (year 2039),  Features Intersected: NTP & NE OUTER RAMP,  Facility Carried by Structure: CYNTHIA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 150.683,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: National Park Service,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.5m (139.4ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $90,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $135,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 5570471P,  Location: 3P PROJECT SECTION (Lat: 32.396964,  Lng: -90.244258),  Route carried "on" structure: Federal lands road ,  Year Built: 1996,  Status: Posted for load-capacity,  Structure Length: 11.58m (37.99ft),  Average Daily Traffic: 215 (year 2019),  Average Future Daily Traffic: 235 (year 2039),  Design Load: HS 20,  Features Intersected: RR & HILDA DRIVE,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 152.614,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  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: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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: March 2021,  Bridge Improvement Cost: $30,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $45,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5570472P,  Location: 3P PROJECT SECTION (Lat: 32.399942,  Lng: -90.238022),  Route carried "on" structure: Federal lands road ,  Year Built: 1996,  Status: Posted for load-capacity,  Structure Length: 14.97m (49.11ft),  Average Daily Traffic: 215 (year 2019),  Average Future Daily Traffic: 235 (year 2039),  Design Load: HS 20,  Features Intersected: COUNTY LINE ROAD,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 152.968,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 64.3m (211.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 12.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $30,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5570482P,  Location: 3P PROJECT SECTION (Lat: 32.382411,  Lng: -90.259783),  Route carried "on" structure: Other road 1C,  Year Built: 2001,  Status: Posted for load-capacity,  Structure Length: 12.50m (41.01ft),  Average Daily Traffic: 1 (year 2019),  Average Future Daily Traffic: 2 (year 2039),  Design Load: HS 20,  Features Intersected: U.S. ROUTE 49 & CEMETERY,  Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 150.152,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: National Park Service,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 55.0m (180.4ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Structural Evaluation: Better than 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: March 2021,  Bridge Improvement Cost: $35,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $53,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous