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

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Structure Number: 11002200250048B,  Location: 4.8 MI N I 20 (Lat: 32.355772,  Lng: -90.240894),  Route carried "on" structure: Interstate 220,  Year Built: 1977,  Status: Open,  Structure Length: 20.48m (67.19ft),  Average Daily Traffic: 33,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 38,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NORTHSIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.033,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 22,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 53.0m (173.9ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  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: 11002200250051A,  Location: I 220 OVER US 49 (Lat: 32.359764,  Lng: -90.235525),  Route carried "on" structure: Interstate 220,  Year Built: 1976,  Status: Open,  Structure Length: 8.15m (26.74ft),  Average Daily Traffic: 33,000 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 38,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US 49
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.145,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 22,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11002200250051B,  Location: I 220 OVER US 49 (Lat: 32.359133,  Lng: -90.235994),  Route carried "on" structure: Interstate 220,  Year Built: 1976,  Status: Open,  Structure Length: 8.15m (26.74ft),  Average Daily Traffic: 33,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 38,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US 49
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.625,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 22,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11002200250056,  Location: 0.3 MI N US 49 (Lat: 32.363461,  Lng: -90.229758),  Route carried "on" structure: Interstate 220,  Year Built: 1977,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 53,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 62,000 (year 2040),  Design Load: HS 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.383,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 22,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Very good,  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: September 2020

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Structure Number: 1100220025006,  Location: 0.7 MI N US 49 (Lat: 32.366894,  Lng: -90.224792),  Route carried "on" structure: Interstate 220,  Year Built: 1978,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 53,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 62,000 (year 2040),  Design Load: HS 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.985,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 22,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 14 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: Very good,  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: September 2020

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Structure Number: 11002200250061A,  Location: 1.0 MI N US 49 (Lat: 32.369992,  Lng: -90.220758),  Route carried "on" structure: Interstate 220,  Year Built: 1978,  Status: Open,  Structure Length: 26.82m (87.99ft),  Average Daily Traffic: 26,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 31,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: METH. HOME RD & CNIC RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.351,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 22,  Subroute: 1),  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: 9,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 70.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11002200250061B,  Location: 1.0 MI N US 49 (Lat: 32.368150,  Lng: -90.222972),  Route carried "on" structure: Interstate 220,  Year Built: 1978,  Status: Open,  Structure Length: 27.89m (91.50ft),  Average Daily Traffic: 26,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 31,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: METH. HOME RD & CNIC RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.207,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 22,  Subroute: 1),  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: 9,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 70.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  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: 11002200250074A,  Location: 2.3 MI N US 49 (Lat: 32.381003,  Lng: -90.204867),  Route carried "on" structure: Interstate 220,  Year Built: 1978,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 26,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 31,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HANGING MOSS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.421,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 22,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 78.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.3 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11002200250074B,  Location: 2.3 MI N US 49 (Lat: 32.380597,  Lng: -90.205003),  Route carried "on" structure: Interstate 220,  Year Built: 1978,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 26,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 31,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HANGING MOSS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.389,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 22,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 78.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.3 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11002200250077A,  Location: 2.6 MI N US 49 (Lat: 32.383714,  Lng: -90.200947),  Route carried "on" structure: Interstate 220,  Year Built: 1978,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 26,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 31,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LIVINGSTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.945,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 22,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 74.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.7 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,  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: 11002200250077B,  Location: 2.6 MI N US 49 (Lat: 32.383003,  Lng: -90.201517),  Route carried "on" structure: Interstate 220,  Year Built: 1978,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 26,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 31,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LIVINGSTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.811,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 22,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

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: 35.1 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,  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: 11002200250079A,  Location: 2.8 MI N US 49 (Lat: 32.385392,  Lng: -90.198522),  Route carried "on" structure: Interstate 220,  Year Built: 1978,  Status: Open,  Structure Length: 10.18m (33.40ft),  Average Daily Traffic: 26,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 31,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BEASLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.651,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 22,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Very good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 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,  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: 11002200250079B,  Location: 2.8 MI N US 49 (Lat: 32.384817,  Lng: -90.198883),  Route carried "on" structure: Interstate 220,  Year Built: 1978,  Status: Open,  Structure Length: 10.18m (33.40ft),  Average Daily Traffic: 26,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 31,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BEASLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.131,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 22,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Very good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 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,  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: 11002200250082,  Location: 3.1 MI N US 49 (Lat: 32.387069,  Lng: -90.195642),  Route carried "on" structure: Interstate 220,  Year Built: 1978,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 53,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 62,000 (year 2040),  Design Load: HS 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.524,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 22,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  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: September 2020

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Structure Number: 11002200250083A,  Location: 3.2 MI N US 49 (Lat: 32.389775,  Lng: -90.192194),  Route carried "on" structure: Interstate 220,  Year Built: 1978,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 26,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 31,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WATKINS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.881,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 22,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 61.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.5 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,  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: 11002200250083B,  Location: 3.2 MI N US 49 (Lat: 32.388978,  Lng: -90.192875),  Route carried "on" structure: Interstate 220,  Year Built: 1978,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 26,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 31,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WATKINS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.860,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 22,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 61.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.5 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,  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: 11002200250085,  Location: 3.3 MI N US 49 (Lat: 32.390289,  Lng: -90.190986),  Route carried "on" structure: Interstate 220,  Year Built: 1978,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 53,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 62,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.090,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 22,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 46.3m (151.9ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  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: September 2020

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Structure Number: 11002200250095B,  Location: 4.4 MI N US 49 (Lat: 32.399175,  Lng: -90.178144),  Route carried "on" structure: Interstate 220,  Year Built: 1978,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 26,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 31,000 (year 2040),  Design Load: HS 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.648,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 22,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 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: Very good,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 11002200250096A,  Location: 4.5 MI N US 49 (Lat: 32.400531,  Lng: -90.176717),  Route carried "on" structure: Interstate 220,  Year Built: 1978,  Status: Open,  Structure Length: 9.88m (32.41ft),  Average Daily Traffic: 25,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 29,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: COUNTY LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 22,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 43.9m (144.0ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 65.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  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: 11002200250096B,  Location: 4.5 MI N US 49 (Lat: 32.399978,  Lng: -90.176981),  Route carried "on" structure: Interstate 220,  Year Built: 1978,  Status: Open,  Structure Length: 9.88m (32.41ft),  Average Daily Traffic: 25,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 29,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: COUNTY LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.790,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 22,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 43.9m (144.0ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 65.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  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: 11002200450101,  Location: 0.5 MI E HINDS CL (Lat: 32.404706,  Lng: -90.170161),  Route carried "on" structure: Interstate 220,  Year Built: 1977,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 50,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 58,000 (year 2040),  Design Load: HS 20,  Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.732,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 22,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 11002200450106A,  Location: 1.1 MI E HINDS CL (Lat: 32.410683,  Lng: -90.161964),  Route carried "on" structure: Interstate 220,  Year Built: 1978,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 25,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 29,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WHITE OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.884,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 22,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 70.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11002200450106B,  Location: 1.1 MI E HINDS CL (Lat: 32.410239,  Lng: -90.162164),  Route carried "on" structure: Interstate 220,  Year Built: 1978,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 25,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 29,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WHITE OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.704,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 22,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 70.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17000200250448,  Location: 3.6 MI E SR 18 (Lat: 32.277397,  Lng: -90.212022),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1966,  Status: Open,  Structure Length: 12.56m (41.21ft),  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 1,800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RAMP I 20E TO I 55S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.185,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 7,  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: 6.1m (20.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 88.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17000200250462,  Location: 0.1 MI W RANKIN CL (Lat: 32.277725,  Lng: -90.185289),  Route carried "on" structure: Ramp Interstate 20,  Year Built: 1966,  Status: Open,  Structure Length: 25.36m (83.20ft),  Average Daily Traffic: 1,300 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 1,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CNIC RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.196,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 11,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Very good,  Inventory Rating: 61.9 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: Superior 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: 17000550172835C,  Location: 0.6 MI N SR 304 (Lat: 34.870525,  Lng: -89.990853),  Route carried "on" structure: Ramp Interstate 55,  Year Built: 2004,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 2,200 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 2,700 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.121,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.1 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17000550250912,  Location: 0.4 MI N MCDOWELL RD (Lat: 32.273503,  Lng: -90.209061),  Route carried "on" structure: Ramp Interstate 55,  Year Built: 1966,  Status: Open,  Structure Length: 13.17m (43.21ft),  Average Daily Traffic: 8,400 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 9,800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I20 WB TO I55SB AND US51
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.140,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.5m (100.1ft),  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: Very good,  Inventory Rating: 64.2 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.17m (43.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $196,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $396,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17000550250949,  Location: 1.8 MI N INT I 55 I 20 (Lat: 32.300614,  Lng: -90.167683),  Route carried "on" structure: Ramp Interstate 55,  Year Built: 1967,  Status: Open,  Structure Length: 12.44m (40.81ft),  Average Daily Traffic: 3,600 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 4,200 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RAMP B AT HIGH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.256,  Lanes on structure: 1,  Lanes under structure: 1,  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,  Number Of Approach Spans: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Very good,  Inventory Rating: 66.1 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.67m (51.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $148,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17000550250957,  Location: 0.1 MI W OF I 55 MP 95.7 (Lat: 32.311536,  Lng: -90.166789),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 10.94m (35.89ft),  Average Daily Traffic: 9,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,000 (year 2040),  Design Load: HS 20,  Features Intersected: ABANDONED RAILROAD,  Facility Carried by Structure: FORTIFICATION ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.002,  Lanes on structure: 2,  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: 7,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.94m (35.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $582,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $938,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17000550250957C,  Location: 0.1 MI W OF I 55 MP 95.7 (Lat: 32.311114,  Lng: -90.165667),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 10.94m (35.89ft),  Average Daily Traffic: 9,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,000 (year 2040),  Design Load: HS 20,  Features Intersected: ABANDONED RAILROAD,  Facility Carried by Structure: FORTIFICATION ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.472,  Lanes on structure: 2,  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: 7,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  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: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.94m (35.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $582,000,000,  Roadway Improvement Cost: $200,000,000,  Total Project Cost: $938,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1700055025097,  Location: I 55N RAMP OVER WW DR (Lat: 32.325639,  Lng: -90.160639),  Route carried "on" structure: Ramp Interstate 55,  Year Built: 1966,  Status: Open,  Structure Length: 13.01m (42.68ft),  Average Daily Traffic: 8,700 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,700 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WW DR TO I 55N RAMP
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 0.217,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  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: Good,  Operating Rating: 87.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.5 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17002200250026A,  Location: 1.8 MI N US 80 (Lat: 32.326081,  Lng: -90.248403),  Route carried "on" structure: Ramp Interstate 220,  Year Built: 1978,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 5,800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.175,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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: 24.4m (80.1ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Very good,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.8 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: Superior to present desirable criteria,  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: 17002200250026D,  Location: 1.7 MI N US 80 (Lat: 32.325397,  Lng: -90.246283),  Route carried "on" structure: Ramp Interstate 220,  Year Built: 1978,  Status: Open,  Structure Length: 17.74m (58.20ft),  Average Daily Traffic: 1,700 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 2,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LYNCH CK, KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.357,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Very good,  Channel: Fair,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17002200250027D,  Location: 1.7 MI N US 80 (Lat: 32.327133,  Lng: -90.241667),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 15.09m (49.51ft),  Average Daily Traffic: 7,700 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,700 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: KCS RR AND BULLARD ST,  Facility Carried by Structure: CLINTON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.393,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 259,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  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: 47.2m (154.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Very good,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 17002200450114,  Location: JCT I 220 AND I 55 (Lat: 32.411161,  Lng: -90.147314),  Route carried "on" structure: Ramp Interstate 220,  Year Built: 1979,  Status: Open,  Structure Length: 36.33m (119.19ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 12,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 55
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.488,  Lanes on structure: 1,  Lanes under structure: 4,  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: 11,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Very good,  Operating Rating: 84.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.5 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 42.01m (137.83ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $999,999,000,  Roadway Improvement Cost: $433,000,000,  Total Project Cost: $999,999,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18000200250275A,  Location: 7.2 MI E SR 22 (Lat: 32.362139,  Lng: -90.474347),  Route carried "on" structure: ServiceOther road 20,  Year Built: 1971,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 600 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 600 (year 2040),  Design Load: H 15,  Features Intersected: FLEETWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.985,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.3m (69.9ft),  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: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 44.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.49m (18.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $170,000,000,  Roadway Improvement Cost: $130,000,000,  Total Project Cost: $300,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18000200250452A,  Location: 0.2 MI E JCT I-55 (Lat: 32.276486,  Lng: -90.204547),  Route carried "on" structure: ServiceOther road 20,  Year Built: 1966,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 10.45m (34.28ft),  Average Daily Traffic: 860 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 860 (year 2040),  Design Load: HS 15,  Features Intersected: CNIC RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.985,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  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: 7.9m (25.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 71.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.58m (37.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $447,000,000,  Roadway Improvement Cost: $130,000,000,  Total Project Cost: $577,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18000200250452D,  Location: 0.2 MI E JCT I-55 (Lat: 32.274772,  Lng: -90.205928),  Route carried "on" structure: ServiceOther road 20,  Year Built: 1966,  Status: Open,  Structure Length: 9.54m (31.30ft),  Average Daily Traffic: 2,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,500 (year 2040),  Design Load: HS 15,  Features Intersected: CNIC RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.867,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  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: 7.9m (25.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 10.52m (34.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $408,000,000,  Roadway Improvement Cost: $130,000,000,  Total Project Cost: $538,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18000550250784A,  Location: 3.3 MI N COPIAH CL (Lat: 32.108408,  Lng: -90.299417),  Route carried "on" structure: ServiceOther road 55,  Year Built: 1959,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 560 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 560 (year 2040),  Design Load: H 15,  Features Intersected: HARRIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.821,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 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: 24.4m (80.1ft),  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: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 60.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $201,000,000,  Roadway Improvement Cost: $130,000,000,  Total Project Cost: $331,000,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18000550250986,  Location: 1.2 MI N SR 25 (Lat: 32.350872,  Lng: -90.152664),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 17.77m (58.30ft),  Average Daily Traffic: 9,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,000 (year 2040),  Design Load: HS 20,  Features Intersected: I 55,  Facility Carried by Structure: CANTON FLYOVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.072,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum 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: 18000550250998A,  Location: 0.7 MI N NORTHSIDE DR (Lat: 32.366125,  Lng: -90.150253),  Route carried "on" structure: ServiceOther road 55,  Year Built: 1985,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 8,900 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,900 (year 2040),  Design Load: HS 20,  Features Intersected: HANGING MOSS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.780,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 43.6 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: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18000550250998D,  Location: 0.7 MI N NORTHSIDE DR (Lat: 32.365600,  Lng: -90.149589),  Route carried "on" structure: ServiceOther road 55,  Year Built: 1985,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,000 (year 2040),  Design Load: HS 20,  Features Intersected: HANGING MOSS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.819,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.8 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,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous