Bridge Statistics for Terry, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 29Number of bridges
- 354ft / 108mTotal length
- $3,775,173,000Total costs
- 216,640Total average daily traffic
- 28,569Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Terry
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 11940-1949
- 131950-1959
- 31960-1969
- 11980-1989
- 51990-1999
- 32010-2019
- Bridge Condition - Deck
- 13.6%Very good
- 22.7%Good
- 31.8%Satisfactory
- 31.8%Fair
- Bridge Condition - Superstructure
- 31.8%Very good
- 18.2%Good
- 22.7%Satisfactory
- 22.7%Fair
- 4.5%Poor
- Bridge Condition - Substructure
- 36.4%Very good
- 13.6%Good
- 13.6%Satisfactory
- 13.6%Fair
- 22.7%Poor
- Bridge Condition - Channel
- 30.0%Very good
- 25.0%Good
- 20.0%Satisfactory
- 15.0%Fair
- 5.0%Poor
- 5.0%Serious
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Structure Number: 11000550250771, Location: 3.4 MI N COPIAH CL (Lat: 32.090803, Lng: -90.307894), Route carried "on" structure: Interstate 55, Year Built: 1956, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 32,000 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 37,000 (year 2040), Design Load: HS 20, Features Intersected: VAUGHN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.444, Lanes on structure: 8, Base Highway Network: Yes (Inventory Route: 5, 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: 3, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 11000550250771, Location: 3.4 MI N COPIAH CL (Lat: 32.090803, Lng: -90.307894), Route carried "on" structure: Interstate 55, Year Built: 1956, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 32,000 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 37,000 (year 2040), Design Load: HS 20, Features Intersected: VAUGHN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.444, Lanes on structure: 8, Base Highway Network: Yes (Inventory Route: 5, 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: 3, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 11000550250784B, Location: 4.7 MI N COPIAH CL (Lat: 32.108944, Lng: -90.298842), Route carried "on" structure: Interstate 55, Year Built: 1996, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 17,000 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 20,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: HARRIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.632, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 32.0m (105.0ft), 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: 56.6 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: 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: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000550250784B, Location: 4.7 MI N COPIAH CL (Lat: 32.108944, Lng: -90.298842), Route carried "on" structure: Interstate 55, Year Built: 1996, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 17,000 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 20,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: HARRIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.632, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 32.0m (105.0ft), 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: 56.6 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: 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: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000550250784C, Location: 4.7 MI N COPIAH CL (Lat: 32.108297, Lng: -90.298972), Route carried "on" structure: Interstate 55, Year Built: 1996, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 17,000 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 20,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: HARRIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.561, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 56.6 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: 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: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000550250784C, Location: 4.7 MI N COPIAH CL (Lat: 32.108297, Lng: -90.298972), Route carried "on" structure: Interstate 55, Year Built: 1996, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 17,000 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 20,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: HARRIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.561, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 56.6 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: 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: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000550250788B, Location: 5.1 MI N COPIAH CL (Lat: 32.114958, Lng: -90.295775), Route carried "on" structure: Interstate 55, Year Built: 1996, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 17,000 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 20,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: RHODES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.904, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, 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
Structure Number: 11000550250788B, Location: 5.1 MI N COPIAH CL (Lat: 32.114958, Lng: -90.295775), Route carried "on" structure: Interstate 55, Year Built: 1996, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 17,000 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 20,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: RHODES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.904, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, 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: 11000550250788C, Location: 5.1 MI N COPIAH CL (Lat: 32.114286, Lng: -90.295917), Route carried "on" structure: Interstate 55, Year Built: 1996, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 17,000 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 20,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: RHODES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.285, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000550250788C, Location: 5.1 MI N COPIAH CL (Lat: 32.114286, Lng: -90.295917), Route carried "on" structure: Interstate 55, Year Built: 1996, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 17,000 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 20,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: RHODES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.285, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18000550250784D, Location: 3.3 MI N COPIAH CL (Lat: 32.108533, Lng: -90.298567), Route carried "on" structure: ServiceOther road 55, Year Built: 1959, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 370 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 370 (year 2040), Design Load: H 15, Features Intersected: HARRIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.985, 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: Somewhat better than minimum adequacy, 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
Structure Number: 18000550250784D, Location: 3.3 MI N COPIAH CL (Lat: 32.108533, Lng: -90.298567), Route carried "on" structure: ServiceOther road 55, Year Built: 1959, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 370 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 370 (year 2040), Design Load: H 15, Features Intersected: HARRIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.985, 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: Somewhat better than minimum adequacy, 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: 18000550250788A, Location: 3.7 MI N COPIAH CL (Lat: 32.114489, Lng: -90.296308), Route carried "on" structure: ServiceOther road 55, Year Built: 1959, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 560 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 560 (year 2040), Design Load: H 15, Features Intersected: RHODES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.556, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: 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: 8.53m (27.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $281,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $411,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18000550250788A, Location: 3.7 MI N COPIAH CL (Lat: 32.114489, Lng: -90.296308), Route carried "on" structure: ServiceOther road 55, Year Built: 1959, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 560 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 560 (year 2040), Design Load: H 15, Features Intersected: RHODES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.556, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: 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: 8.53m (27.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $281,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $411,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18000550250788D, Location: 3.7 MI N COPIAH CL (Lat: 32.114253, Lng: -90.295661), Route carried "on" structure: ServiceOther road 55, Year Built: 1959, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 370 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 370 (year 2040), Design Load: H 15, Features Intersected: RHODES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.675, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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: 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, Length Of Structure Improvement: 8.53m (27.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $281,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $411,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18000550250788D, Location: 3.7 MI N COPIAH CL (Lat: 32.114253, Lng: -90.295661), Route carried "on" structure: ServiceOther road 55, Year Built: 1959, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 370 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 370 (year 2040), Design Load: H 15, Features Intersected: RHODES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.675, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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: 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, Length Of Structure Improvement: 8.53m (27.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $281,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $411,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31004730250028, Location: 2.7 MI N COPIAH CL (Lat: 32.084961, Lng: -90.275183), Route carried "on" structure: State highway 473, Year Built: 2016, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 830 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 830 (year 2040), Design Load: HL 93, Features Intersected: VAUGHN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.340, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 49.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 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: Superior 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 31004730250028, Location: 2.7 MI N COPIAH CL (Lat: 32.084961, Lng: -90.275183), Route carried "on" structure: State highway 473, Year Built: 2016, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 830 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 830 (year 2040), Design Load: HL 93, Features Intersected: VAUGHN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.340, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 49.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 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: Superior 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 41000550250773, Location: 3.2 MI N COPIAH CL (Lat: 32.093414, Lng: -90.307008), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 1,600 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,600 (year 2040), Design Load: HS 15, Features Intersected: I 55, Facility Carried by Structure: TANK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.096, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.65m (25.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $702,000,000, Roadway Improvement Cost: $70,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 41000550250773, Location: 3.2 MI N COPIAH CL (Lat: 32.093414, Lng: -90.307008), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 1,600 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,600 (year 2040), Design Load: HS 15, Features Intersected: I 55, Facility Carried by Structure: TANK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.096, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.65m (25.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $702,000,000, Roadway Improvement Cost: $70,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 41000550250779, Location: 3.5 MI N COPIAH CL (Lat: 32.101275, Lng: -90.302339), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 4,800 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 4,800 (year 2040), Design Load: H 20, Features Intersected: I 55, Facility Carried by Structure: GREEN GABLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.944, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $316,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $620,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 41000550250779, Location: 3.5 MI N COPIAH CL (Lat: 32.101275, Lng: -90.302339), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 4,800 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 4,800 (year 2040), Design Load: H 20, Features Intersected: I 55, Facility Carried by Structure: GREEN GABLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.944, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $316,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $620,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 41000550250802, Location: 2.3 MI N TERRY INTCH (Lat: 32.132261, Lng: -90.286533), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 1,600 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,600 (year 2040), Design Load: H 20, Features Intersected: I 55, Facility Carried by Structure: WYNNDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.015, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.60m (24.93ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $681,000,000, Roadway Improvement Cost: $68,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 41000550250802, Location: 2.3 MI N TERRY INTCH (Lat: 32.132261, Lng: -90.286533), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 1,600 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,600 (year 2040), Design Load: H 20, Features Intersected: I 55, Facility Carried by Structure: WYNNDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.015, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.60m (24.93ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $681,000,000, Roadway Improvement Cost: $68,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: SA1500000000039, Location: SEC 2 T 2N R 1W B (Lat: 32.042056, Lng: -90.275472), Route carried "on" structure: County highway 398, Year Built: 1960, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 540 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 810 (year 2043), Design Load: H 15, Features Intersected: CHESTNUT CREEK, Facility Carried by Structure: TERRY-G'VILLE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.368, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, 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: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 10.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.3 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: Equal to present desirable 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: 2.83m (9.28ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $169,000, Roadway Improvement Cost: $17,000, Total Project Cost: $208,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA1500000000039, Location: SEC 2 T 2N R 1W B (Lat: 32.042056, Lng: -90.275472), Route carried "on" structure: County highway 398, Year Built: 1960, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 540 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 810 (year 2043), Design Load: H 15, Features Intersected: CHESTNUT CREEK, Facility Carried by Structure: TERRY-G'VILLE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.368, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, 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: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 10.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.3 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: Equal to present desirable 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: 2.83m (9.28ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $169,000, Roadway Improvement Cost: $17,000, Total Project Cost: $208,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA150000000004, Location: SEC 4 T 2N R 1W B (Lat: 32.046444, Lng: -90.301111), Route carried "on" structure: County highway 50, Year Built: 1997, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 60 (year 2015), Average Future Daily Traffic: 100 (year 2040), Design Load: HS 20, Features Intersected: CHESTNUT CREEK, Facility Carried by Structure: JACK JOHNSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 73.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than 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: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $138,000, Roadway Improvement Cost: $25,000, Total Project Cost: $207,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA150000000004, Location: SEC 4 T 2N R 1W B (Lat: 32.046444, Lng: -90.301111), Route carried "on" structure: County highway 50, Year Built: 1997, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 60 (year 2015), Average Future Daily Traffic: 100 (year 2040), Design Load: HS 20, Features Intersected: CHESTNUT CREEK, Facility Carried by Structure: JACK JOHNSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 73.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than 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: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $138,000, Roadway Improvement Cost: $25,000, Total Project Cost: $207,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA1500000000042, Location: SEC 5 T 2N R 1W (Lat: 32.045861, Lng: -90.319444), Route carried "on" structure: County highway 52, Year Built: 2018, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 80 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 100 (year 2040), Design Load: H 15, Features Intersected: CHESTNUT CREEK, Facility Carried by Structure: CHERRY GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, 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: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.3 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $114,000, Roadway Improvement Cost: $25,000, Total Project Cost: $171,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA1500000000042, Location: SEC 5 T 2N R 1W (Lat: 32.045861, Lng: -90.319444), Route carried "on" structure: County highway 52, Year Built: 2018, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 80 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 100 (year 2040), Design Load: H 15, Features Intersected: CHESTNUT CREEK, Facility Carried by Structure: CHERRY GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, 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: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.3 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $114,000, Roadway Improvement Cost: $25,000, Total Project Cost: $171,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2500000000002, Location: SEC 7 T 3N R 1W (Lat: 32.117222, Lng: -90.346250), Route carried "on" structure: County highway 5364, Year Built: 2011, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 300 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO HARRIS CREEK, Facility Carried by Structure: STUBBS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, 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: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 89.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.6 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2500000000002, Location: SEC 7 T 3N R 1W (Lat: 32.117222, Lng: -90.346250), Route carried "on" structure: County highway 5364, Year Built: 2011, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 300 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO HARRIS CREEK, Facility Carried by Structure: STUBBS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, 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: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 89.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.6 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2500000000003, Location: SEC 9 T 3N R 1W B (Lat: 32.109056, Lng: -90.300972), Route carried "on" structure: County highway 460, Year Built: 1930, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 2,100 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 3,150 (year 2040), Design Load: H 20, Features Intersected: HARRIS CREEK, Facility Carried by Structure: TERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 38.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $269,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA2500000000003, Location: SEC 9 T 3N R 1W B (Lat: 32.109056, Lng: -90.300972), Route carried "on" structure: County highway 460, Year Built: 1930, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 2,100 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 3,150 (year 2040), Design Load: H 20, Features Intersected: HARRIS CREEK, Facility Carried by Structure: TERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 38.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $269,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA2500000000004, Location: SEC 9 T 3N R 1W B (Lat: 32.119694, Lng: -90.301306), Route carried "on" structure: County highway 460, Year Built: 1930, Status: Posted for load, Structure Length: 5.28m (17.32ft), Average Daily Traffic: 2,100 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 3,150 (year 2038), Design Load: H 20, Features Intersected: RHODES CREEK, Facility Carried by Structure: OLD HWY 51 TERRY R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 22.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 6.11m (20.05ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2020, Bridge Improvement Cost: $364,000, Roadway Improvement Cost: $36,000, Total Project Cost: $448,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA2500000000004, Location: SEC 9 T 3N R 1W B (Lat: 32.119694, Lng: -90.301306), Route carried "on" structure: County highway 460, Year Built: 1930, Status: Posted for load, Structure Length: 5.28m (17.32ft), Average Daily Traffic: 2,100 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 3,150 (year 2038), Design Load: H 20, Features Intersected: RHODES CREEK, Facility Carried by Structure: OLD HWY 51 TERRY R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 22.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 6.11m (20.05ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2020, Bridge Improvement Cost: $364,000, Roadway Improvement Cost: $36,000, Total Project Cost: $448,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA2500000000005, Location: SEC 15 T 3N R 1W B (Lat: 32.106214, Lng: -90.283767), Route carried "on" structure: County highway 6916, Year Built: 1985, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 1,300 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,950 (year 2040), Design Load: HS 20, Features Intersected: RHODES CREEK, Facility Carried by Structure: WYNNDALE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2500000000005, Location: SEC 15 T 3N R 1W B (Lat: 32.106214, Lng: -90.283767), Route carried "on" structure: County highway 6916, Year Built: 1985, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 1,300 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,950 (year 2040), Design Load: HS 20, Features Intersected: RHODES CREEK, Facility Carried by Structure: WYNNDALE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2500000000006, Location: SEC 18 T 3N R 1W (Lat: 32.108028, Lng: -90.347028), Route carried "on" structure: County highway 5363, Year Built: 1969, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 500 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 700 (year 2035), Design Load: H 15, Features Intersected: BCH OF HARRIS CREEK, Facility Carried by Structure: GREEN GABLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, 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: Good, Superstructure: Good, Substructure: Poor, Channel: Poor, Operating Rating: 20.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Bridge Improvement Cost: $169,000, Roadway Improvement Cost: $17,000, Total Project Cost: $208,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA2500000000006, Location: SEC 18 T 3N R 1W (Lat: 32.108028, Lng: -90.347028), Route carried "on" structure: County highway 5363, Year Built: 1969, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 500 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 700 (year 2035), Design Load: H 15, Features Intersected: BCH OF HARRIS CREEK, Facility Carried by Structure: GREEN GABLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, 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: Good, Superstructure: Good, Substructure: Poor, Channel: Poor, Operating Rating: 20.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Bridge Improvement Cost: $169,000, Roadway Improvement Cost: $17,000, Total Project Cost: $208,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA2500000000008, Location: SEC 19 T 3N R 1E B (Lat: 32.090222, Lng: -90.240472), Route carried "on" structure: County highway 5403, Year Built: 1945, Status: Posted for load, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2038), Design Load: H 10, Features Intersected: VAUGHN CR, Facility Carried by Structure: ROSEMARY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Serious, Operating Rating: 3.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 3.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 6.61m (21.69ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2020, Bridge Improvement Cost: $116,000, Roadway Improvement Cost: $52,000, Total Project Cost: $187,000 ( Estimate for 2019), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: SA2500000000008, Location: SEC 19 T 3N R 1E B (Lat: 32.090222, Lng: -90.240472), Route carried "on" structure: County highway 5403, Year Built: 1945, Status: Posted for load, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2038), Design Load: H 10, Features Intersected: VAUGHN CR, Facility Carried by Structure: ROSEMARY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Serious, Operating Rating: 3.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 3.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 6.61m (21.69ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2020, Bridge Improvement Cost: $116,000, Roadway Improvement Cost: $52,000, Total Project Cost: $187,000 ( Estimate for 2019), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: SA2500000000009, Location: SEC 21 T 3N R 1W (Lat: 32.090917, Lng: -90.297806), Route carried "on" structure: County highway 2179, Year Built: 1934, Status: Open, Structure Length: 2.08m (6.82ft), Average Daily Traffic: 1,200 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,800 (year 2040), Design Load: H 20, Features Intersected: VAUGHN CR, Facility Carried by Structure: OLD HWY 51 SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.954, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 38.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $269,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA2500000000009, Location: SEC 21 T 3N R 1W (Lat: 32.090917, Lng: -90.297806), Route carried "on" structure: County highway 2179, Year Built: 1934, Status: Open, Structure Length: 2.08m (6.82ft), Average Daily Traffic: 1,200 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,800 (year 2040), Design Load: H 20, Features Intersected: VAUGHN CR, Facility Carried by Structure: OLD HWY 51 SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.954, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 38.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $269,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA250000000001, Location: SEC 29 T 3N R 1W (Lat: 32.078889, Lng: -90.322444), Route carried "on" structure: County highway 5367, Year Built: 1969, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 280 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 420 (year 2035), Design Load: H 15, Features Intersected: VAUGHN CREEK, Facility Carried by Structure: CAMPBELL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, 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: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $169,000, Roadway Improvement Cost: $17,000, Total Project Cost: $208,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA250000000001, Location: SEC 29 T 3N R 1W (Lat: 32.078889, Lng: -90.322444), Route carried "on" structure: County highway 5367, Year Built: 1969, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 280 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 420 (year 2035), Design Load: H 15, Features Intersected: VAUGHN CREEK, Facility Carried by Structure: CAMPBELL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, 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: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $169,000, Roadway Improvement Cost: $17,000, Total Project Cost: $208,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 41000550250773, Location: 3.2 MI N COPIAH CL (Lat: 32.093361, Lng: -90.306589), Route carried "under" structure: Interstate 55, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 15,000 (year 2017), Truck Traffic: 8%, Features Intersected: I 55, Facility Carried by Structure: TANK ROAD
Minimum Vertical Clearance: 5.17m (16.96ft), Kilometerpoint: 5.753, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 17.4m (57.1ft)
Structure Number: 41000550250773, Location: 3.2 MI N COPIAH CL (Lat: 32.093361, Lng: -90.306589), Route carried "under" structure: Interstate 55, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 15,000 (year 2017), Truck Traffic: 8%, Features Intersected: I 55, Facility Carried by Structure: TANK ROAD
Minimum Vertical Clearance: 5.17m (16.96ft), Kilometerpoint: 5.753, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 17.4m (57.1ft)
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Structure Number: 41000550250773, Location: 3.2 MI N COPIAH CL (Lat: 32.093389, Lng: -90.306789), Route carried "under" structure: Interstate 55, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 15,000 (year 2017), Truck Traffic: 8%, Features Intersected: I 55, Facility Carried by Structure: TANK ROAD
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 38.513, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 17.4m (57.1ft)
Structure Number: 41000550250773, Location: 3.2 MI N COPIAH CL (Lat: 32.093389, Lng: -90.306789), Route carried "under" structure: Interstate 55, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 15,000 (year 2017), Truck Traffic: 8%, Features Intersected: I 55, Facility Carried by Structure: TANK ROAD
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 38.513, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 17.4m (57.1ft)
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Structure Number: 41000550250779, Location: 3.5 MI N COPIAH CL (Lat: 32.101275, Lng: -90.302339), Route carried "under" structure: Interstate 55, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 16,000 (year 2017), Truck Traffic: 8%, Features Intersected: I 55, Facility Carried by Structure: GREEN GABLE ROAD
Minimum Vertical Clearance: 5.19m (17.03ft), Kilometerpoint: 7.939, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 17.4m (57.1ft)
Structure Number: 41000550250779, Location: 3.5 MI N COPIAH CL (Lat: 32.101275, Lng: -90.302339), Route carried "under" structure: Interstate 55, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 16,000 (year 2017), Truck Traffic: 8%, Features Intersected: I 55, Facility Carried by Structure: GREEN GABLE ROAD
Minimum Vertical Clearance: 5.19m (17.03ft), Kilometerpoint: 7.939, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 17.4m (57.1ft)
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Structure Number: 41000550250779, Location: 3.5 MI N COPIAH CL (Lat: 32.101275, Lng: -90.302339), Route carried "under" structure: Interstate 55, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 16,000 (year 2017), Truck Traffic: 8%, Features Intersected: I 55, Facility Carried by Structure: GREEN GABLE ROAD
Minimum Vertical Clearance: 5.17m (16.96ft), Kilometerpoint: 7.939, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 17.4m (57.1ft)
Structure Number: 41000550250779, Location: 3.5 MI N COPIAH CL (Lat: 32.101275, Lng: -90.302339), Route carried "under" structure: Interstate 55, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 16,000 (year 2017), Truck Traffic: 8%, Features Intersected: I 55, Facility Carried by Structure: GREEN GABLE ROAD
Minimum Vertical Clearance: 5.17m (16.96ft), Kilometerpoint: 7.939, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 17.4m (57.1ft)
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Structure Number: 41000550250802, Location: 2.3 MI N TERRY INTCH (Lat: 32.132419, Lng: -90.286669), Route carried "under" structure: Interstate 55, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 18,000 (year 2020), Truck Traffic: 8%, Features Intersected: I 55, Facility Carried by Structure: WYNNDALE ROAD
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 10.478, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 41000550250802, Location: 2.3 MI N TERRY INTCH (Lat: 32.132419, Lng: -90.286669), Route carried "under" structure: Interstate 55, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 18,000 (year 2020), Truck Traffic: 8%, Features Intersected: I 55, Facility Carried by Structure: WYNNDALE ROAD
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 10.478, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 41000550250802, Location: 2.3 MI N TERRY INTCH (Lat: 32.132581, Lng: -90.286800), Route carried "under" structure: Interstate 55, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 18,000 (year 2020), Truck Traffic: 8%, Features Intersected: I 55, Facility Carried by Structure: WYNNDALE ROAD
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 33.774, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 41000550250802, Location: 2.3 MI N TERRY INTCH (Lat: 32.132581, Lng: -90.286800), Route carried "under" structure: Interstate 55, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 18,000 (year 2020), Truck Traffic: 8%, Features Intersected: I 55, Facility Carried by Structure: WYNNDALE ROAD
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 33.774, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 21.3m (69.9ft)