Bridge Statistics for Olive Branch, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 70Number of bridges
- 1,903ft / 580mTotal length
- $2,318,577,000Total costs
- 823,665Total average daily traffic
- 123,798Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Olive Branch
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 141960-1969
- 91970-1979
- 11980-1989
- 41990-1999
- 302000-2009
- 92010-2019
- 12020-2022
- Bridge Condition - Deck
- 22.6%Very good
- 41.9%Good
- 19.4%Satisfactory
- 16.1%Fair
- Bridge Condition - Superstructure
- 58.1%Very good
- 32.3%Good
- 3.2%Satisfactory
- 6.5%Fair
- Bridge Condition - Substructure
- 58.1%Very good
- 35.5%Good
- 6.5%Satisfactory
- Bridge Condition - Channel
- 36.4%Very good
- 15.2%Good
- 36.4%Satisfactory
- 9.1%Fair
- 3.0%Poor
- Bridge Condition - Culverts
- 17.6%Very good
- 47.1%Good
- 23.5%Satisfactory
- 11.8%Fair
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Structure Number: 11002690170234, Location: 0.3 MI S SR 305 (Lat: 34.870489, Lng: -89.836111), Route carried "on" structure: Interstate 269, Year Built: 2016, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 22,000 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 34,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SHORT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.508, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 26, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 11002690170234, Location: 0.3 MI S SR 305 (Lat: 34.870489, Lng: -89.836111), Route carried "on" structure: Interstate 269, Year Built: 2016, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 22,000 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 34,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SHORT BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.508, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 26, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 11002690170237A, Location: I 269 OVER SR 305 (Lat: 34.870481, Lng: -89.829947), Route carried "on" structure: Interstate 269, Year Built: 2016, Status: Open, Structure Length: 8.00m (26.25ft), Average Daily Traffic: 8,500 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 13,500 (year 2040), Design Load: HL 93, Features Intersected: SR 305
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.063, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 26, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 51.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11002690170237A, Location: I 269 OVER SR 305 (Lat: 34.870481, Lng: -89.829947), Route carried "on" structure: Interstate 269, Year Built: 2016, Status: Open, Structure Length: 8.00m (26.25ft), Average Daily Traffic: 8,500 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 13,500 (year 2040), Design Load: HL 93, Features Intersected: SR 305
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.063, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 26, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 51.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11002690170237B, Location: I 269 OVER SR 305 (Lat: 34.870178, Lng: -89.830797), Route carried "on" structure: Interstate 269, Year Built: 2016, Status: Open, Structure Length: 8.00m (26.25ft), Average Daily Traffic: 11,000 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 17,000 (year 2040), Design Load: HL 93, Features Intersected: SR 305
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.996, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 26, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 51.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11002690170237B, Location: I 269 OVER SR 305 (Lat: 34.870178, Lng: -89.830797), Route carried "on" structure: Interstate 269, Year Built: 2016, Status: Open, Structure Length: 8.00m (26.25ft), Average Daily Traffic: 11,000 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 17,000 (year 2040), Design Load: HL 93, Features Intersected: SR 305
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.996, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 26, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 51.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11002690170243A, Location: 0.6 MI N SR 305 (Lat: 34.870139, Lng: -89.818514), Route carried "on" structure: Interstate 269, Year Built: 2016, Status: Open, Structure Length: 7.08m (23.23ft), Average Daily Traffic: 8,500 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 13,500 (year 2040), Design Load: HL 93, Features Intersected: FARM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.017, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 26, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 52.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11002690170243A, Location: 0.6 MI N SR 305 (Lat: 34.870139, Lng: -89.818514), Route carried "on" structure: Interstate 269, Year Built: 2016, Status: Open, Structure Length: 7.08m (23.23ft), Average Daily Traffic: 8,500 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 13,500 (year 2040), Design Load: HL 93, Features Intersected: FARM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.017, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 26, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 52.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11002690170243B, Location: 0.6 MI N SR 305 (Lat: 34.869822, Lng: -89.819311), Route carried "on" structure: Interstate 269, Year Built: 2016, Status: Open, Structure Length: 7.08m (23.23ft), Average Daily Traffic: 8,500 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 13,500 (year 2040), Design Load: HL 93, Features Intersected: FARM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.047, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 26, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 52.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11002690170243B, Location: 0.6 MI N SR 305 (Lat: 34.869822, Lng: -89.819311), Route carried "on" structure: Interstate 269, Year Built: 2016, Status: Open, Structure Length: 7.08m (23.23ft), Average Daily Traffic: 8,500 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 13,500 (year 2040), Design Load: HL 93, Features Intersected: FARM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.047, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 26, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 52.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11002690170251A, Location: 1.4 MI N SR 305 (Lat: 34.869233, Lng: -89.793322), Route carried "on" structure: Interstate 269, Year Built: 2013, Status: Open, Structure Length: 116.22m (381.30ft), Average Daily Traffic: 8,500 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 13,500 (year 2040), Design Load: HL 93, Features Intersected: COLDWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.713, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 26, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 28, Length of Maximum Span: 54.9m (180.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11002690170251A, Location: 1.4 MI N SR 305 (Lat: 34.869233, Lng: -89.793322), Route carried "on" structure: Interstate 269, Year Built: 2013, Status: Open, Structure Length: 116.22m (381.30ft), Average Daily Traffic: 8,500 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 13,500 (year 2040), Design Load: HL 93, Features Intersected: COLDWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.713, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 26, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 28, Length of Maximum Span: 54.9m (180.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11002690170251B, Location: 1.4 MI N SR 305 (Lat: 34.869444, Lng: -89.806247), Route carried "on" structure: Interstate 269, Year Built: 2013, Status: Open, Structure Length: 116.22m (381.30ft), Average Daily Traffic: 8,500 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 13,500 (year 2040), Design Load: HL 93, Features Intersected: COLDWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.241, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 26, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 28, Length of Maximum Span: 54.9m (180.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11002690170251B, Location: 1.4 MI N SR 305 (Lat: 34.869444, Lng: -89.806247), Route carried "on" structure: Interstate 269, Year Built: 2013, Status: Open, Structure Length: 116.22m (381.30ft), Average Daily Traffic: 8,500 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 13,500 (year 2040), Design Load: HL 93, Features Intersected: COLDWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.241, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 26, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 28, Length of Maximum Span: 54.9m (180.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000780170006, Location: 0.6 MI E TENN ST LINE (Lat: 34.986944, Lng: -89.873422), Route carried "on" structure: US 78, Year Built: 1971, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 28,000 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 28,000 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.996, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 21000780170006, Location: 0.6 MI E TENN ST LINE (Lat: 34.986944, Lng: -89.873422), Route carried "on" structure: US 78, Year Built: 1971, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 28,000 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 28,000 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.996, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 21000780170026A, Location: US 78 OVER SR 302 (Lat: 34.961928, Lng: -89.852294), Route carried "on" structure: US 78, Year Built: 1967, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 16,000 (year 2040), Design Load: HS 20, Features Intersected: SR 302
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.758, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Inventory Rating: 56.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.70m (28.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $805,000,000, Roadway Improvement Cost: $81,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000780170026A, Location: US 78 OVER SR 302 (Lat: 34.961928, Lng: -89.852294), Route carried "on" structure: US 78, Year Built: 1967, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 16,000 (year 2040), Design Load: HS 20, Features Intersected: SR 302
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.758, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Inventory Rating: 56.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.70m (28.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $805,000,000, Roadway Improvement Cost: $81,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000780170026B, Location: US 78 OVER SR 302 (Lat: 34.962425, Lng: -89.853064), Route carried "on" structure: US 78, Year Built: 1967, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 16,000 (year 2040), Design Load: HS 20, Features Intersected: SR 302
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.291, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Inventory Rating: 60.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.70m (28.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $805,000,000, Roadway Improvement Cost: $81,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000780170026B, Location: US 78 OVER SR 302 (Lat: 34.962425, Lng: -89.853064), Route carried "on" structure: US 78, Year Built: 1967, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 16,000 (year 2040), Design Load: HS 20, Features Intersected: SR 302
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.291, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Inventory Rating: 60.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.70m (28.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $805,000,000, Roadway Improvement Cost: $81,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000780170028, Location: 0.2 MI E SR 302 (Lat: 34.960786, Lng: -89.851692), Route carried "on" structure: US 78, Year Built: 1971, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 32,000 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 32,000 (year 2040), Design Load: HS 20, Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.513, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 21000780170028, Location: 0.2 MI E SR 302 (Lat: 34.960786, Lng: -89.851692), Route carried "on" structure: US 78, Year Built: 1971, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 32,000 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 32,000 (year 2040), Design Load: HS 20, Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.513, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 21000780170043A, Location: US 78 OVER SR 305 (Lat: 34.945575, Lng: -89.830192), Route carried "on" structure: US 78, Year Built: 1967, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 17,000 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 17,000 (year 2040), Design Load: HS 20, Features Intersected: SR 305
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.021, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 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 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000780170043A, Location: US 78 OVER SR 305 (Lat: 34.945575, Lng: -89.830192), Route carried "on" structure: US 78, Year Built: 1967, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 17,000 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 17,000 (year 2040), Design Load: HS 20, Features Intersected: SR 305
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.021, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 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 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000780170043B, Location: US 78 OVER SR 305 (Lat: 34.945731, Lng: -89.830958), Route carried "on" structure: US 78, Year Built: 1967, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 17,000 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 17,000 (year 2040), Design Load: HS 20, Features Intersected: SR 305
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.055, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 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 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000780170043B, Location: US 78 OVER SR 305 (Lat: 34.945731, Lng: -89.830958), Route carried "on" structure: US 78, Year Built: 1967, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 17,000 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 17,000 (year 2040), Design Load: HS 20, Features Intersected: SR 305
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.055, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 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 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000780170051, Location: 0.8 MI E SR 305 (Lat: 34.938947, Lng: -89.820022), Route carried "on" structure: US 78, Year Built: 1972, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 30,000 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 30,000 (year 2040), Design Load: HS 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.306, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 21000780170051, Location: 0.8 MI E SR 305 (Lat: 34.938947, Lng: -89.820022), Route carried "on" structure: US 78, Year Built: 1972, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 30,000 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 30,000 (year 2040), Design Load: HS 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.306, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 21000780170068A, Location: 2.5 MI E SR 305 (Lat: 34.926856, Lng: -89.794689), Route carried "on" structure: US 78, Year Built: 1971, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 15,000 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 15,000 (year 2040), Design Load: HS 20, Features Intersected: BETHEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.163, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Skew: 3 degrees, Material/Design: Prestressed concrete, 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: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000780170068A, Location: 2.5 MI E SR 305 (Lat: 34.926856, Lng: -89.794689), Route carried "on" structure: US 78, Year Built: 1971, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 15,000 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 15,000 (year 2040), Design Load: HS 20, Features Intersected: BETHEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.163, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Skew: 3 degrees, Material/Design: Prestressed concrete, 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: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000780170068B, Location: 2.5 MI E SR 305 (Lat: 34.926903, Lng: -89.795378), Route carried "on" structure: US 78, Year Built: 1971, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 15,000 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 15,000 (year 2040), Design Load: HS 20, Features Intersected: BETHEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.926, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Skew: 3 degrees, Material/Design: Prestressed concrete, 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: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000780170068B, Location: 2.5 MI E SR 305 (Lat: 34.926903, Lng: -89.795378), Route carried "on" structure: US 78, Year Built: 1971, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 15,000 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 15,000 (year 2040), Design Load: HS 20, Features Intersected: BETHEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.926, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 7, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Skew: 3 degrees, Material/Design: Prestressed concrete, 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: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31001780170001, Location: 0.1 MI S TENN STATE LINE (Lat: 34.993978, Lng: -89.870978), Route carried "on" structure: State highway 178, Year Built: 1938, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 6,500 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 7,500 (year 2040), Design Load: H 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.122, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 59.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $65,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $318,000,000
Structure Number: 31001780170001, Location: 0.1 MI S TENN STATE LINE (Lat: 34.993978, Lng: -89.870978), Route carried "on" structure: State highway 178, Year Built: 1938, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 6,500 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 7,500 (year 2040), Design Load: H 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.122, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 59.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $65,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $318,000,000
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Structure Number: 31001780170028, Location: 2.8 MI S TENN STATE LINE (Lat: 34.968594, Lng: -89.834783), Route carried "on" structure: State highway 178, Year Built: 1936, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 7,500 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 8,300 (year 2040), Design Load: H 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.495, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 17, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 49.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 31001780170028, Location: 2.8 MI S TENN STATE LINE (Lat: 34.968594, Lng: -89.834783), Route carried "on" structure: State highway 178, Year Built: 1936, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 7,500 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 8,300 (year 2040), Design Load: H 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.495, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 17, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 49.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 31001780170029, Location: 2.9 MI S TENN STATE LINE (Lat: 34.967683, Lng: -89.833381), Route carried "on" structure: State highway 178, Year Built: 2000, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 7,500 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 8,300 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.657, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 17, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: May 2020
Structure Number: 31001780170029, Location: 2.9 MI S TENN STATE LINE (Lat: 34.967683, Lng: -89.833381), Route carried "on" structure: State highway 178, Year Built: 2000, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 7,500 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 8,300 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.657, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 17, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: May 2020
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Structure Number: 31001780170091, Location: 2.4 MI W MARSHALL CL (Lat: 34.908192, Lng: -89.754467), Route carried "on" structure: State highway 178, Year Built: 1990, Status: Open, Structure Length: 16.22m (53.22ft), Average Daily Traffic: 6,800 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 6,800 (year 2040), Design Load: HS 20, Features Intersected: COLDWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.581, 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: 1, Number Of Approach Spans: 10, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31001780170091, Location: 2.4 MI W MARSHALL CL (Lat: 34.908192, Lng: -89.754467), Route carried "on" structure: State highway 178, Year Built: 1990, Status: Open, Structure Length: 16.22m (53.22ft), Average Daily Traffic: 6,800 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 6,800 (year 2040), Design Load: HS 20, Features Intersected: COLDWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.581, 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: 1, Number Of Approach Spans: 10, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31003010170202, Location: SR 301 OVER SR 304 (Lat: 34.868631, Lng: -90.146150), Route carried "on" structure: State highway 301, Year Built: 2002, Status: Open, Structure Length: 10.07m (33.04ft), Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,300 (year 2040), Design Load: HS 20, Features Intersected: SR 304
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.564, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.6m (51.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.0m (98.4ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 66.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.5 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: Superior 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: 31003010170202, Location: SR 301 OVER SR 304 (Lat: 34.868631, Lng: -90.146150), Route carried "on" structure: State highway 301, Year Built: 2002, Status: Open, Structure Length: 10.07m (33.04ft), Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,300 (year 2040), Design Load: HS 20, Features Intersected: SR 304
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.564, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.6m (51.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.0m (98.4ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 66.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.5 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: Superior 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: 31003020170172A, Location: 0.2 MI E US 78 (Lat: 34.962397, Lng: -89.848678), Route carried "on" structure: State highway 302, Year Built: 2001, Status: Open, Structure Length: 6.32m (20.73ft), Average Daily Traffic: 15,000 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 16,500 (year 2040), Design Load: HS 20, Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.813, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 30, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.5m (70.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31003020170172A, Location: 0.2 MI E US 78 (Lat: 34.962397, Lng: -89.848678), Route carried "on" structure: State highway 302, Year Built: 2001, Status: Open, Structure Length: 6.32m (20.73ft), Average Daily Traffic: 15,000 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 16,500 (year 2040), Design Load: HS 20, Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.813, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 30, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.5m (70.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31003020170172B, Location: 0.2 MI E US 78 (Lat: 34.962136, Lng: -89.849525), Route carried "on" structure: State highway 302, Year Built: 2001, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 15,000 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 16,500 (year 2040), Design Load: HS 20, Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.246, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 30, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.6m (51.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.0m (65.6ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 61.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31003020170172B, Location: 0.2 MI E US 78 (Lat: 34.962136, Lng: -89.849525), Route carried "on" structure: State highway 302, Year Built: 2001, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 15,000 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 16,500 (year 2040), Design Load: HS 20, Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.246, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 30, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.6m (51.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.0m (65.6ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 61.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31003020170181A, Location: 1.1 MI E US 78 (Lat: 34.968939, Lng: -89.829853), Route carried "on" structure: State highway 302, Year Built: 2001, Status: Open, Structure Length: 56.60m (185.70ft), Average Daily Traffic: 15,000 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 16,500 (year 2040), Design Load: HS 20, Features Intersected: SR178 SR305 BNRR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.943, Lanes on structure: 3, Lanes under structure: 10, Base Highway Network: Yes (Inventory Route: 30, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 65.0m (213.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 59.9 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 desirable criteria, Deck Geometry: High priority of corrective action, Underclear: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31003020170181A, Location: 1.1 MI E US 78 (Lat: 34.968939, Lng: -89.829853), Route carried "on" structure: State highway 302, Year Built: 2001, Status: Open, Structure Length: 56.60m (185.70ft), Average Daily Traffic: 15,000 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 16,500 (year 2040), Design Load: HS 20, Features Intersected: SR178 SR305 BNRR RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.943, Lanes on structure: 3, Lanes under structure: 10, Base Highway Network: Yes (Inventory Route: 30, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 65.0m (213.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 59.9 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 desirable criteria, Deck Geometry: High priority of corrective action, Underclear: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31003020170181B, Location: 1.1 MI E US 78 (Lat: 34.967028, Lng: -89.835450), Route carried "on" structure: State highway 302, Year Built: 2001, Status: Open, Structure Length: 54.00m (177.17ft), Average Daily Traffic: 15,000 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 15,000 (year 2040), Design Load: HS 20, Features Intersected: SR 178 BNRR RAMP D SR305
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.646, Lanes on structure: 2, Lanes under structure: 10, Base Highway Network: Yes (Inventory Route: 30, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 65.0m (213.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31003020170181B, Location: 1.1 MI E US 78 (Lat: 34.967028, Lng: -89.835450), Route carried "on" structure: State highway 302, Year Built: 2001, Status: Open, Structure Length: 54.00m (177.17ft), Average Daily Traffic: 15,000 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 15,000 (year 2040), Design Load: HS 20, Features Intersected: SR 178 BNRR RAMP D SR305
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.646, Lanes on structure: 2, Lanes under structure: 10, Base Highway Network: Yes (Inventory Route: 30, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 65.0m (213.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31003050170217, Location: 0.7 MI S US 78 (Lat: 34.934917, Lng: -89.830425), Route carried "on" structure: State highway 305, Year Built: 2007, Status: Open, Structure Length: 5.54m (18.18ft), Average Daily Traffic: 23,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 26,000 (year 2040), Design Load: HS 20, Features Intersected: LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.997, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 30, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 56.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31003050170217, Location: 0.7 MI S US 78 (Lat: 34.934917, Lng: -89.830425), Route carried "on" structure: State highway 305, Year Built: 2007, Status: Open, Structure Length: 5.54m (18.18ft), Average Daily Traffic: 23,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 26,000 (year 2040), Design Load: HS 20, Features Intersected: LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.997, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 30, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 56.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31003050170238, Location: 1.4 MI N US 78 (Lat: 34.965183, Lng: -89.830433), Route carried "on" structure: State highway 305, Year Built: 2001, Status: Open, Structure Length: 26.00m (85.30ft), Average Daily Traffic: 33,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 36,000 (year 2040), Design Load: HS 20, Features Intersected: SR 178 AND BNRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.360, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 30, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.0m (78.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 24.8m (81.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 64.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31003050170238, Location: 1.4 MI N US 78 (Lat: 34.965183, Lng: -89.830433), Route carried "on" structure: State highway 305, Year Built: 2001, Status: Open, Structure Length: 26.00m (85.30ft), Average Daily Traffic: 33,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 36,000 (year 2040), Design Load: HS 20, Features Intersected: SR 178 AND BNRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.360, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 30, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.0m (78.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 24.8m (81.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 64.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31003050170239, Location: 1.5 MI N US 78 (Lat: 34.968042, Lng: -89.830436), Route carried "on" structure: State highway 305, Year Built: 2001, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 33,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 36,000 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.679, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 30, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 31003050170239, Location: 1.5 MI N US 78 (Lat: 34.968042, Lng: -89.830436), Route carried "on" structure: State highway 305, Year Built: 2001, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 33,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 36,000 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.679, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 30, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 31003050170241, Location: 1.7 MI N US 78 (Lat: 34.970633, Lng: -89.830511), Route carried "on" structure: State highway 305, Year Built: 2001, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 33,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 36,000 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.965, Lanes on structure: 7, Base Highway Network: Yes (Inventory Route: 30, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 31003050170241, Location: 1.7 MI N US 78 (Lat: 34.970633, Lng: -89.830511), Route carried "on" structure: State highway 305, Year Built: 2001, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 33,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 36,000 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.965, Lanes on structure: 7, Base Highway Network: Yes (Inventory Route: 30, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 37003050170238, Location: 1.4 MI N US 78 (Lat: 34.965808, Lng: -89.830222), Route carried "on" structure: Ramp State highway 305, Year Built: 2001, Status: Open, Structure Length: 10.50m (34.45ft), Average Daily Traffic: 2,200 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: HS 20, Features Intersected: BNRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.066, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 37003050170238, Location: 1.4 MI N US 78 (Lat: 34.965808, Lng: -89.830222), Route carried "on" structure: Ramp State highway 305, Year Built: 2001, Status: Open, Structure Length: 10.50m (34.45ft), Average Daily Traffic: 2,200 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: HS 20, Features Intersected: BNRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.066, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3700305017024, Location: 1.6 MI N US 78 (Lat: 34.968083, Lng: -89.828847), Route carried "on" structure: Ramp State highway 305, Year Built: 2001, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,500 (year 2040), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: LOOP A/RAMP A & D
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.132, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, 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
Structure Number: 3700305017024, Location: 1.6 MI N US 78 (Lat: 34.968083, Lng: -89.828847), Route carried "on" structure: Ramp State highway 305, Year Built: 2001, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,500 (year 2040), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: LOOP A/RAMP A & D
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.132, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, 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
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Structure Number: 41000780170014, Location: 1.4 MI E TENN ST LINE (Lat: 34.976156, Lng: -89.864972), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 10.15m (33.30ft), Average Daily Traffic: 11,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 14,000 (year 2040), Design Load: HS 20, Features Intersected: US 78, Facility Carried by Structure: CRAFT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.968, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.3m (92.8ft), 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: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 72.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 41000780170014, Location: 1.4 MI E TENN ST LINE (Lat: 34.976156, Lng: -89.864972), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 10.15m (33.30ft), Average Daily Traffic: 11,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 14,000 (year 2040), Design Load: HS 20, Features Intersected: US 78, Facility Carried by Structure: CRAFT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.968, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.3m (92.8ft), 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: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 72.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 41000780170085, Location: 3.4 MI W MARSHALL CL (Lat: 34.914236, Lng: -89.769011), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 9.11m (29.89ft), Average Daily Traffic: 860 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 860 (year 2040), Design Load: HS 20, Features Intersected: US 78, Facility Carried by Structure: MILLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.581, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 77.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 41000780170085, Location: 3.4 MI W MARSHALL CL (Lat: 34.914236, Lng: -89.769011), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 9.11m (29.89ft), Average Daily Traffic: 860 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 860 (year 2040), Design Load: HS 20, Features Intersected: US 78, Facility Carried by Structure: MILLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.581, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 77.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: SA1700000000007, Location: SEC 36 T 1S R 7W B (Lat: 34.953389, Lng: -89.901417), Route carried "on" structure: City street 7899, Year Built: 1976, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 10,000 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 15,000 (year 2040), Design Load: HS 20, Features Intersected: NOLEHOE CREEK, Facility Carried by Structure: PLEASANT HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.200, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 38.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: SA1700000000007, Location: SEC 36 T 1S R 7W B (Lat: 34.953389, Lng: -89.901417), Route carried "on" structure: City street 7899, Year Built: 1976, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 10,000 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 15,000 (year 2040), Design Load: HS 20, Features Intersected: NOLEHOE CREEK, Facility Carried by Structure: PLEASANT HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.200, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 38.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: SA1700000000016, Location: SEC 6 T 2S R 6W (Lat: 34.944611, Lng: -89.866472), Route carried "on" structure: County highway 735, Year Built: 1994, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 5 (year 2020), Average Future Daily Traffic: 7 (year 2040), Design Load: HS 20, Features Intersected: CAMP CREEK CANAL, Facility Carried by Structure: SANDIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA1700000000016, Location: SEC 6 T 2S R 6W (Lat: 34.944611, Lng: -89.866472), Route carried "on" structure: County highway 735, Year Built: 1994, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 5 (year 2020), Average Future Daily Traffic: 7 (year 2040), Design Load: HS 20, Features Intersected: CAMP CREEK CANAL, Facility Carried by Structure: SANDIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA1700000000018, Location: SEC 7 T 2S R 6W B (Lat: 34.918417, Lng: -89.871033), Route carried "on" structure: County highway 974, Year Built: 1992, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 3,750 (year 2040), Design Load: HS 20, Features Intersected: CAMP CREEK CANAL, Facility Carried by Structure: COLLEGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.749, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.09m (19.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $364,000, Roadway Improvement Cost: $40,000, Total Project Cost: $452,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA1700000000018, Location: SEC 7 T 2S R 6W B (Lat: 34.918417, Lng: -89.871033), Route carried "on" structure: County highway 974, Year Built: 1992, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 3,750 (year 2040), Design Load: HS 20, Features Intersected: CAMP CREEK CANAL, Facility Carried by Structure: COLLEGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.749, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.09m (19.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $364,000, Roadway Improvement Cost: $40,000, Total Project Cost: $452,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA1700000000019, Location: SEC 19 T 2S R 6W (Lat: 34.900750, Lng: -89.865700), Route carried "on" structure: County highway 645, Year Built: 1982, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 4,500 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 6,750 (year 2040), Design Load: HS 20, Features Intersected: TURKEY CREEK, Facility Carried by Structure: CRAFT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: SA1700000000019, Location: SEC 19 T 2S R 6W (Lat: 34.900750, Lng: -89.865700), Route carried "on" structure: County highway 645, Year Built: 1982, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 4,500 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 6,750 (year 2040), Design Load: HS 20, Features Intersected: TURKEY CREEK, Facility Carried by Structure: CRAFT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: SA170000000002, Location: SEC 23 T 2S R 6W B (Lat: 34.898233, Lng: -89.795050), Route carried "on" structure: County highway 1969, Year Built: 1964, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 3,750 (year 2040), Design Load: H 20, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: BETHEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 17.40m (57.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $103,000, Roadway Improvement Cost: $10,000, Total Project Cost: $127,000 ( Estimate for 2020)
Structure Number: SA170000000002, Location: SEC 23 T 2S R 6W B (Lat: 34.898233, Lng: -89.795050), Route carried "on" structure: County highway 1969, Year Built: 1964, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 3,750 (year 2040), Design Load: H 20, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: BETHEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 17.40m (57.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $103,000, Roadway Improvement Cost: $10,000, Total Project Cost: $127,000 ( Estimate for 2020)
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Structure Number: SA1700000000093, Location: SEC 28 T 1S R 6W (Lat: 34.967750, Lng: -89.835433), Route carried "on" structure: County highway 559, Year Built: 2000, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 3,800 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 5,700 (year 2038), Design Load: HS 20, Features Intersected: CAMP CREEK, Facility Carried by Structure: PIGEON ROOST RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA1700000000093, Location: SEC 28 T 1S R 6W (Lat: 34.967750, Lng: -89.835433), Route carried "on" structure: County highway 559, Year Built: 2000, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 3,800 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 5,700 (year 2038), Design Load: HS 20, Features Intersected: CAMP CREEK, Facility Carried by Structure: PIGEON ROOST RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA1700000000094, Location: SEC 28 T 1S R 6W (Lat: 34.963983, Lng: -89.846200), Route carried "on" structure: County highway 676, Year Built: 2000, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 10,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 15,000 (year 2040), Design Load: HS 20, Features Intersected: CAMP CREEK, Facility Carried by Structure: CRAFT-GOODMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.150, Lanes on structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: May 2020
Structure Number: SA1700000000094, Location: SEC 28 T 1S R 6W (Lat: 34.963983, Lng: -89.846200), Route carried "on" structure: County highway 676, Year Built: 2000, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 10,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 15,000 (year 2040), Design Load: HS 20, Features Intersected: CAMP CREEK, Facility Carried by Structure: CRAFT-GOODMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.150, Lanes on structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: May 2020
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Structure Number: SA1700000000095, Location: SEC 6 T 2S R 6W B (Lat: 34.933350, Lng: -89.875100), Route carried "on" structure: City street 7867, Year Built: 2003, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 6,000 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 9,000 (year 2038), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.141, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 90.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: SA1700000000095, Location: SEC 6 T 2S R 6W B (Lat: 34.933350, Lng: -89.875100), Route carried "on" structure: City street 7867, Year Built: 2003, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 6,000 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 9,000 (year 2038), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.141, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 90.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: SA1700000000096, Location: SEC 32 T 1S R 6W (Lat: 34.958200, Lng: -89.855533), Route carried "on" structure: City street 1932, Year Built: 1994, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 600 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 900 (year 2038), Design Load: HS 20, Features Intersected: CAMP CREEK, Facility Carried by Structure: CRUMPLER BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.305, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: SA1700000000096, Location: SEC 32 T 1S R 6W (Lat: 34.958200, Lng: -89.855533), Route carried "on" structure: City street 1932, Year Built: 1994, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 600 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 900 (year 2038), Design Load: HS 20, Features Intersected: CAMP CREEK, Facility Carried by Structure: CRUMPLER BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.305, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: SA1700000000097, Location: SEC 4 T 2S R 6W B (Lat: 34.933133, Lng: -89.841550), Route carried "on" structure: City street 1, Year Built: 2003, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 6,000 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 9,000 (year 2038), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.463, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 98.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.5 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: May 2020
Structure Number: SA1700000000097, Location: SEC 4 T 2S R 6W B (Lat: 34.933133, Lng: -89.841550), Route carried "on" structure: City street 1, Year Built: 2003, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 6,000 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 9,000 (year 2038), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.463, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 98.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.5 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: May 2020
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Structure Number: SA1700000000098, Location: SEC 6 T 2S R 6W B (Lat: 34.933333, Lng: -89.869167), Route carried "on" structure: City street 7867, Year Built: 2003, Status: Open, Structure Length: 12.20m (40.03ft), Average Daily Traffic: 20,000 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 30,000 (year 2038), Design Load: HS 20, Features Intersected: CAMP CREEK & LICK CREEK, Facility Carried by Structure: CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.836, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA1700000000098, Location: SEC 6 T 2S R 6W B (Lat: 34.933333, Lng: -89.869167), Route carried "on" structure: City street 7867, Year Built: 2003, Status: Open, Structure Length: 12.20m (40.03ft), Average Daily Traffic: 20,000 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 30,000 (year 2038), Design Load: HS 20, Features Intersected: CAMP CREEK & LICK CREEK, Facility Carried by Structure: CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.836, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA1700000000101, Location: SEC 5 T 2S R 6W (Lat: 34.934367, Lng: -89.865750), Route carried "on" structure: City street 7903, Year Built: 2007, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 6,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 9,000 (year 2040), Design Load: HS 20, Features Intersected: LICK CREEK, Facility Carried by Structure: CRAFT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Poor, Operating Rating: 57.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA1700000000101, Location: SEC 5 T 2S R 6W (Lat: 34.934367, Lng: -89.865750), Route carried "on" structure: City street 7903, Year Built: 2007, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 6,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 9,000 (year 2040), Design Load: HS 20, Features Intersected: LICK CREEK, Facility Carried by Structure: CRAFT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Poor, Operating Rating: 57.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete