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

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Structure Number: 21000780470399A,  Location: 7.7 MI E SR 7 (Lat: 34.676036,  Lng: -89.330350),  Route carried "on" structure: Interstate 22,  Year Built: 1993,  Status: Open,  Structure Length: 19.81m (64.99ft),  Average Daily Traffic: 9,500 (year 2020),  Truck Traffic: 41%,  Average Future Daily Traffic: 13,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CHEWALLA CREEK & BN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.295,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 13,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: 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: 21000780470399B,  Location: 7.7 MI E SR 7 (Lat: 34.676233,  Lng: -89.332542),  Route carried "on" structure: Interstate 22,  Year Built: 1993,  Status: Open,  Structure Length: 20.27m (66.50ft),  Average Daily Traffic: 9,500 (year 2020),  Truck Traffic: 41%,  Average Future Daily Traffic: 13,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CHEWALLA CREEK & BN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.344,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 13,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: 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: 21000780470410A,  Location: 8.8 MI E SR 7 (Lat: 34.666897,  Lng: -89.314908),  Route carried "on" structure: Interstate 22,  Year Built: 1993,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 9,500 (year 2020),  Truck Traffic: 41%,  Average Future Daily Traffic: 13,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TIPPAH RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.522,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000780470410B,  Location: 8.8 MI E SR 7 (Lat: 34.667200,  Lng: -89.315547),  Route carried "on" structure: Interstate 22,  Year Built: 1993,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 9,500 (year 2020),  Truck Traffic: 41%,  Average Future Daily Traffic: 13,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TIPPAH RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.240,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000780470412A,  Location: 9.0 MI E SR 7 (Lat: 34.662175,  Lng: -89.310606),  Route carried "on" structure: Interstate 22,  Year Built: 1993,  Status: Open,  Structure Length: 34.78m (114.11ft),  Average Daily Traffic: 9,500 (year 2020),  Truck Traffic: 41%,  Average Future Daily Traffic: 13,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TIPPAH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.865,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 23,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 9.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 21000780470412B,  Location: 9.0 MI E SR 7 (Lat: 34.664544,  Lng: -89.313128),  Route carried "on" structure: Interstate 22,  Year Built: 1993,  Status: Open,  Structure Length: 34.78m (114.11ft),  Average Daily Traffic: 9,500 (year 2020),  Truck Traffic: 41%,  Average Future Daily Traffic: 13,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TIPPAH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.608,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 23,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31001780470401,  Location: SR 178 OVER I 22 (Lat: 34.678003,  Lng: -89.339333),  Route carried "on" structure: State highway 178,  Year Built: 1992,  Status: Open,  Structure Length: 11.49m (37.70ft),  Average Daily Traffic: 1,300 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,300 (year 2040),  Design Load: HS 20,  Features Intersected: I 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.319,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 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: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.1 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: Better than present minimum 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: 31001780470403,  Location: 9.7 MI E SR 7 (Lat: 34.673267,  Lng: -89.333072),  Route carried "on" structure: State highway 178,  Year Built: 2014,  Status: Open,  Structure Length: 27.32m (89.63ft),  Average Daily Traffic: 1,300 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,300 (year 2040),  Design Load: HL 93,  Features Intersected: CHEWALLA CREEK & BN RAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.152,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 6,  Length of Maximum Span: 42.0m (137.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: 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: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31001780470413,  Location: 2.2 MI W BENTON CL (Lat: 34.666153,  Lng: -89.317667),  Route carried "on" structure: State highway 178,  Year Built: 2016,  Status: Open,  Structure Length: 7.39m (24.25ft),  Average Daily Traffic: 1,300 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,300 (year 2040),  Design Load: HL 93,  Features Intersected: TIPPAH RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.810,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31001780470415,  Location: 2.0 MI W BENTON CL (Lat: 34.663169,  Lng: -89.315733),  Route carried "on" structure: State highway 178,  Year Built: 2016,  Status: Open,  Structure Length: 41.95m (137.63ft),  Average Daily Traffic: 1,300 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,300 (year 2040),  Design Load: HL 93,  Features Intersected: TIPPAH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.185,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 12,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31003490470141,  Location: 6.8 MI N UNION CL (Lat: 34.594983,  Lng: -89.333633),  Route carried "on" structure: State highway 349,  Year Built: 2009,  Status: Open,  Structure Length: 4.32m (14.17ft),  Average Daily Traffic: 1,100 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,100 (year 2040),  Design Load: HS 20,  Features Intersected: POTTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.677,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 31003490470184,  Location: 10.6 MI N UNION CL (Lat: 34.641631,  Lng: -89.310108),  Route carried "on" structure: State highway 349,  Year Built: 2012,  Status: Open,  Structure Length: 11.63m (38.16ft),  Average Daily Traffic: 2,300 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,300 (year 2040),  Design Load: HL 93,  Features Intersected: OAKLIMETER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.627,  Lanes on structure: 2,  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: 7,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 51.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 41000780050428,  Location: 0.3 MI E MARSHALL CL (Lat: 34.645489,  Lng: -89.296183),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 12.83m (42.09ft),  Average Daily Traffic: 270 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 270 (year 2040),  Design Load: HS 20,  Features Intersected: I 22,  Facility Carried by Structure: BECK SPRINGS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.198,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Inventory Rating: 55.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 41000780050432,  Location: 0.6 MI E MARSHALL CL (Lat: 34.641178,  Lng: -89.290317),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 180 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 180 (year 2040),  Design Load: HS 20,  Features Intersected: I 22,  Facility Carried by Structure: SAW MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.311,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 41000780050448,  Location: 2.3 MI E MARSHALL CL (Lat: 34.636908,  Lng: -89.263208),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 12.80m (41.99ft),  Average Daily Traffic: 170 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 170 (year 2040),  Design Load: HS 20,  Features Intersected: I 22,  Facility Carried by Structure: WATTS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.337,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 81.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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: 41000780470381,  Location: 5.9 MI E SR 7 (Lat: 34.682100,  Lng: -89.363714),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 9.81m (32.19ft),  Average Daily Traffic: 750 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 750 (year 2040),  Design Load: HS 20,  Features Intersected: I 22,  Facility Carried by Structure: CCC ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.393,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.8 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: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 41000780470406,  Location: 8.4 MI E SR 7 (Lat: 34.671203,  Lng: -89.320614),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 10.52m (34.51ft),  Average Daily Traffic: 270 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 270 (year 2040),  Design Load: HS 20,  Features Intersected: I 22,  Facility Carried by Structure: BETHANY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.208,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present 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: 4100078047042,  Location: 9.8 MI E SR 7 (Lat: 34.654753,  Lng: -89.304686),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 10.52m (34.51ft),  Average Daily Traffic: 2,100 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,100 (year 2040),  Design Load: HS 20,  Features Intersected: I 22,  Facility Carried by Structure: OAK STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.565,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: SA0500000000039,  Location: SEC 1 T 5S R 1W B (Lat: 34.673889,  Lng: -89.253611),  Route carried "on" structure: County highway 2912,  Year Built: 1957,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 260 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 390 (year 2035),  Design Load: HS 20,  Features Intersected: BRADY BRANCH,  Facility Carried by Structure: BECK SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.115,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: Very good,  Operating Rating: 53.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.0 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: October 2020

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Structure Number: SA0500000000044,  Location: SEC 26 T 5S R 1W B (Lat: 34.624783,  Lng: -89.275414),  Route carried "on" structure: County highway 115,  Year Built: 1960,  Status: Temporarily open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 40 (year 2021),  Average Future Daily Traffic: 60 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED CREEK,  Facility Carried by Structure: BRENTS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.218,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Imminent failure,  Channel: Good,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.72m (12.20ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $222,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $276,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA0500000000045,  Location: SEC 26 T 5S R 1W B (Lat: 34.628611,  Lng: -89.274444),  Route carried "on" structure: County highway 115,  Year Built: 1960,  Status: Posted for load,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 40 (year 2015),  Average Future Daily Traffic: 60 (year 2035),  Design Load: HS 20,  Features Intersected: TIPPAH RIVER,  Facility Carried by Structure: BRENT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.701,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 8,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 4.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 7.32m (24.02ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $437,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $540,000 ( Estimate for 2016),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA4700000000108,  Location: SEC 5 T 5S R 1W B (Lat: 34.678153,  Lng: -89.332322),  Route carried "on" structure: County highway 251,  Year Built: 1998,  Status: Posted for load,  Structure Length: 2.64m (8.66ft),  Average Daily Traffic: 60 (year 2013),  Average Future Daily Traffic: 75 (year 2038),  Features Intersected: CHEWALLA CREEK,  Facility Carried by Structure: LACY IVY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 5.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.58m (11.75ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: November 2020,  Bridge Improvement Cost: $193,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $290,000 ( Estimate for 2015),  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: SA4700000000109,  Location: SEC 19 T 5S R 1W B (Lat: 34.626297,  Lng: -89.346475),  Route carried "on" structure: County highway 25,  Year Built: 1970,  Status: Open,  Structure Length: 20.73m (68.01ft),  Average Daily Traffic: 450 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 675 (year 2038),  Design Load: HS 15,  Features Intersected: TIPPAH RIVER,  Facility Carried by Structure: POTTS CAMP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA4700000000128,  Location: SEC 4 T 6S R 1W (Lat: 34.594967,  Lng: -89.313186),  Route carried "on" structure: County highway 32,  Year Built: 2001,  Status: Open,  Structure Length: 3.10m (10.17ft),  Average Daily Traffic: 95 (year 2018),  Average Future Daily Traffic: 143 (year 2038),  Design Load: HS 20,  Features Intersected: POTTS CREEK,  Facility Carried by Structure: MACEDONIA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.735,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: SA470000000A074,  Location: SEC 31 T 4S R 1W B (Lat: 34.689639,  Lng: -89.342667),  Route carried "on" structure: County highway 252,  Year Built: 2015,  Status: Open,  Structure Length: 1.11m (3.64ft),  Average Daily Traffic: 65 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 90 (year 2038),  Features Intersected: TRIBUTARY CHEWALLA CREEK,  Facility Carried by Structure: JOE COX ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.057,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.8m (35.4ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 56.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.30m (63.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $104,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $195,000 ( Estimate for 2016),  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 31001780470401,  Location: SR 178 OVER I 22 (Lat: 34.677369,  Lng: -89.339081),  Route carried "under" structure: Interstate 22,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 2017),  Truck Traffic: 17%,  Features Intersected: I 22,  Facility Carried by Structure: SR 178
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 43.732,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 31001780470401,  Location: SR 178 OVER I 22 (Lat: 34.677639,  Lng: -89.339181),  Route carried "under" structure: Interstate 22,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 2017),  Truck Traffic: 17%,  Features Intersected: I 22,  Facility Carried by Structure: SR 178
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 5.124,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 41000780050428,  Location: 0.3 MI E MARSHALL CL (Lat: 34.645489,  Lng: -89.295689),  Route carried "under" structure: Interstate 22,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 7,500 (year 2017),  Truck Traffic: 17%,  Features Intersected: I 22,  Facility Carried by Structure: BECK SPRINGS ROAD
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 0.401,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 41000780050428,  Location: 0.3 MI E MARSHALL CL (Lat: 34.645489,  Lng: -89.295311),  Route carried "under" structure: Interstate 22,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 7,500 (year 2017),  Truck Traffic: 17%,  Features Intersected: I 22,  Facility Carried by Structure: BECK SPRINGS ROAD
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 12.461,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 41000780050432,  Location: 0.6 MI E MARSHALL CL (Lat: 34.641731,  Lng: -89.290161),  Route carried "under" structure: Interstate 22,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 7,500 (year 2017),  Truck Traffic: 17%,  Features Intersected: I 22,  Facility Carried by Structure: SAW MILL ROAD
Minimum Vertical Clearance: 6.68m (21.92ft),  Kilometerpoint: 11.830,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 41000780050432,  Location: 0.6 MI E MARSHALL CL (Lat: 34.641481,  Lng: -89.290231),  Route carried "under" structure: Interstate 22,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 7,500 (year 2017),  Truck Traffic: 17%,  Features Intersected: I 22,  Facility Carried by Structure: SAW MILL ROAD
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 1.072,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 41000780050448,  Location: 2.3 MI E MARSHALL CL (Lat: 34.636461,  Lng: -89.263269),  Route carried "under" structure: Interstate 22,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 7,500 (year 2017),  Truck Traffic: 17%,  Features Intersected: I 22,  Facility Carried by Structure: WATTS ROAD
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 9.263,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 41000780050448,  Location: 2.3 MI E MARSHALL CL (Lat: 34.636231,  Lng: -89.263300),  Route carried "under" structure: Interstate 22,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 7,500 (year 2017),  Truck Traffic: 17%,  Features Intersected: I 22,  Facility Carried by Structure: WATTS ROAD
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 3.640,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 41000780470381,  Location: 5.9 MI E SR 7 (Lat: 34.681800,  Lng: -89.363781),  Route carried "under" structure: Interstate 22,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 2017),  Truck Traffic: 17%,  Features Intersected: I 22,  Facility Carried by Structure: CCC ROAD
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 7.426,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 41000780470381,  Location: 5.9 MI E SR 7 (Lat: 34.681561,  Lng: -89.363831),  Route carried "under" structure: Interstate 22,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 2017),  Truck Traffic: 17%,  Features Intersected: I 22,  Facility Carried by Structure: CCC ROAD
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 41.416,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 41000780470406,  Location: 8.4 MI E SR 7 (Lat: 34.671203,  Lng: -89.320614),  Route carried "under" structure: Interstate 22,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 2017),  Truck Traffic: 17%,  Features Intersected: I 22,  Facility Carried by Structure: BETHANY ROAD
Minimum Vertical Clearance: 6.25m (20.51ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 41000780470406,  Location: 8.4 MI E SR 7 (Lat: 34.671203,  Lng: -89.320614),  Route carried "under" structure: Interstate 22,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 2017),  Truck Traffic: 17%,  Features Intersected: I 22,  Facility Carried by Structure: BETHANY ROAD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 4100078047042,  Location: 9.8 MI E SR 7 (Lat: 34.654753,  Lng: -89.304686),  Route carried "under" structure: Interstate 22,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 7,500 (year 2017),  Truck Traffic: 17%,  Features Intersected: I 22,  Facility Carried by Structure: OAK STREET
Minimum Vertical Clearance: 6.14m (20.14ft),  Kilometerpoint: 0.565,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 4100078047042,  Location: 9.8 MI E SR 7 (Lat: 34.654753,  Lng: -89.304686),  Route carried "under" structure: Interstate 22,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 7,500 (year 2017),  Truck Traffic: 17%,  Features Intersected: I 22,  Facility Carried by Structure: OAK STREET
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.565,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)