Bridge Statistics for Como, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 190ft / 58.2mTotal length
- $6,583,136,000Total costs
- 113,990Total average daily traffic
- 24,916Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Como
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11940-1949
- 131950-1959
- 41970-1979
- 21980-1989
- Bridge Condition - Deck
- 6.7%Very good
- 33.3%Good
- 46.7%Satisfactory
- 13.3%Fair
- Bridge Condition - Superstructure
- 6.7%Very good
- 33.3%Good
- 20.0%Satisfactory
- 33.3%Fair
- 6.7%Poor
- Bridge Condition - Substructure
- 20.0%Very good
- 13.3%Good
- 33.3%Satisfactory
- 33.3%Fair
- Bridge Condition - Channel
- 8.3%Good
- 58.3%Satisfactory
- 33.3%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 11000550542576A, Location: I 55 OVER SR 310 (Lat: 34.510383, Lng: -89.922494), Route carried "on" structure: Interstate 55, Year Built: 1959, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 13,000 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 16,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR 310
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.023, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 42.2 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: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.03m (19.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $548,000,000, Roadway Improvement Cost: $55,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000550542576A, Location: I 55 OVER SR 310 (Lat: 34.510383, Lng: -89.922494), Route carried "on" structure: Interstate 55, Year Built: 1959, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 13,000 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 16,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR 310
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.023, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 42.2 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: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.03m (19.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $548,000,000, Roadway Improvement Cost: $55,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000550542576B, Location: I 55 OVER SR 310 (Lat: 34.509994, Lng: -89.922056), Route carried "on" structure: Interstate 55, Year Built: 1959, Year Reconstructed: 2020, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 13,000 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 16,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR 310
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.908, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), 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: Satisfactory, Substructure: Very good, Operating Rating: 42.2 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: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.03m (19.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $548,000,000, Roadway Improvement Cost: $55,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000550542576B, Location: I 55 OVER SR 310 (Lat: 34.509994, Lng: -89.922056), Route carried "on" structure: Interstate 55, Year Built: 1959, Year Reconstructed: 2020, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 13,000 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 16,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR 310
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.908, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), 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: Satisfactory, Substructure: Very good, Operating Rating: 42.2 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: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.03m (19.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $548,000,000, Roadway Improvement Cost: $55,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000550542595, Location: 1.9 MI N SR 310 (Lat: 34.535636, Lng: -89.931478), Route carried "on" structure: Interstate 55, Year Built: 1959, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 24,000 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 30,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.882, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 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, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $86,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $286,000,000
Structure Number: 11000550542595, Location: 1.9 MI N SR 310 (Lat: 34.535636, Lng: -89.931478), Route carried "on" structure: Interstate 55, Year Built: 1959, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 24,000 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 30,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.882, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 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, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $86,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $286,000,000
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Structure Number: 11000550542598A, Location: 2.1 MI N SR 310 (Lat: 34.539397, Lng: -89.933161), Route carried "on" structure: Interstate 55, Year Built: 1959, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 15,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: COMPRESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.659, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 42.2 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: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.03m (19.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $548,000,000, Roadway Improvement Cost: $55,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000550542598A, Location: 2.1 MI N SR 310 (Lat: 34.539397, Lng: -89.933161), Route carried "on" structure: Interstate 55, Year Built: 1959, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 15,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: COMPRESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.659, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 42.2 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: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.03m (19.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $548,000,000, Roadway Improvement Cost: $55,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000550542598B, Location: 2.1 MI N SR 310 (Lat: 34.539006, Lng: -89.932722), Route carried "on" structure: Interstate 55, Year Built: 1959, Year Reconstructed: 2020, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 15,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: COMPRESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.273, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), 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: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 42.2 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: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.03m (19.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $548,000,000, Roadway Improvement Cost: $55,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000550542598B, Location: 2.1 MI N SR 310 (Lat: 34.539006, Lng: -89.932722), Route carried "on" structure: Interstate 55, Year Built: 1959, Year Reconstructed: 2020, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 15,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: COMPRESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.273, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), 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: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 42.2 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: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.03m (19.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $548,000,000, Roadway Improvement Cost: $55,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31003100540305, Location: 0.2 MI E US 51 (Lat: 34.510431, Lng: -89.945711), Route carried "on" structure: State highway 310, Year Built: 1988, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.237, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 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: 42.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.5 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: January 2022
Structure Number: 31003100540305, Location: 0.2 MI E US 51 (Lat: 34.510431, Lng: -89.945711), Route carried "on" structure: State highway 310, Year Built: 1988, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.237, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 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: 42.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.5 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: January 2022
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Structure Number: 31003100540332, Location: 1.7 MI E I 55 (Lat: 34.510169, Lng: -89.891692), Route carried "on" structure: State highway 310, Year Built: 1950, Status: Posted for load, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 1,800 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,800 (year 2040), Design Load: H 15, Features Intersected: MATTIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.201, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 6.15m (20.18ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Bridge Improvement Cost: $562,000,000, Roadway Improvement Cost: $56,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31003100540332, Location: 1.7 MI E I 55 (Lat: 34.510169, Lng: -89.891692), Route carried "on" structure: State highway 310, Year Built: 1950, Status: Posted for load, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 1,800 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,800 (year 2040), Design Load: H 15, Features Intersected: MATTIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.201, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 6.15m (20.18ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Bridge Improvement Cost: $562,000,000, Roadway Improvement Cost: $56,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31003100540336, Location: 2.1 MI E I 55 (Lat: 34.510042, Lng: -89.886064), Route carried "on" structure: State highway 310, Year Built: 1950, Status: Posted for load, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 1,800 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,800 (year 2040), Design Load: H 15, Features Intersected: NELSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.717, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 32.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 6.15m (20.18ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Bridge Improvement Cost: $562,000,000, Roadway Improvement Cost: $56,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31003100540336, Location: 2.1 MI E I 55 (Lat: 34.510042, Lng: -89.886064), Route carried "on" structure: State highway 310, Year Built: 1950, Status: Posted for load, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 1,800 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,800 (year 2040), Design Load: H 15, Features Intersected: NELSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.717, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 32.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 6.15m (20.18ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Bridge Improvement Cost: $562,000,000, Roadway Improvement Cost: $56,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31003100540344, Location: 2.9 MI E I 55 (Lat: 34.509975, Lng: -89.871578), Route carried "on" structure: State highway 310, Year Built: 1970, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,800 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,800 (year 2040), Design Load: HS 20, Features Intersected: NELSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.048, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Fair, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31003100540344, Location: 2.9 MI E I 55 (Lat: 34.509975, Lng: -89.871578), Route carried "on" structure: State highway 310, Year Built: 1970, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,800 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,800 (year 2040), Design Load: HS 20, Features Intersected: NELSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.048, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Fair, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 41000550542555, Location: 3.1 MI N SR 315 (Lat: 34.480842, Lng: -89.911889), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 40 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 60 (year 2040), Design Load: HS 15, Features Intersected: I 55, Facility Carried by Structure: HOLLSTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.251, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 53.4 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $54,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $295,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 41000550542555, Location: 3.1 MI N SR 315 (Lat: 34.480842, Lng: -89.911889), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 40 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 60 (year 2040), Design Load: HS 15, Features Intersected: I 55, Facility Carried by Structure: HOLLSTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.251, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 53.4 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $54,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $295,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: SA5400000000008, Location: SEC 25 T 6S R 7W B (Lat: 34.539208, Lng: -89.895706), Route carried "on" structure: County highway 116, Year Built: 1973, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 400 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 600 (year 2038), Design Load: HS 15, Features Intersected: NELSON CREEK, Facility Carried by Structure: COMPRESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.115, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA5400000000008, Location: SEC 25 T 6S R 7W B (Lat: 34.539208, Lng: -89.895706), Route carried "on" structure: County highway 116, Year Built: 1973, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 400 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 600 (year 2038), Design Load: HS 15, Features Intersected: NELSON CREEK, Facility Carried by Structure: COMPRESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.115, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA5400000000009, Location: SEC 26 T 6S R 7W B (Lat: 34.539253, Lng: -89.899117), Route carried "on" structure: County highway 116, Year Built: 1973, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 400 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 600 (year 2038), Design Load: HS 15, Features Intersected: WILBORN CREEK, Facility Carried by Structure: COMPRESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.793, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA5400000000009, Location: SEC 26 T 6S R 7W B (Lat: 34.539253, Lng: -89.899117), Route carried "on" structure: County highway 116, Year Built: 1973, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 400 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 600 (year 2038), Design Load: HS 15, Features Intersected: WILBORN CREEK, Facility Carried by Structure: COMPRESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.793, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA540000000001, Location: SEC 28 T 6S R 7W B (Lat: 34.539253, Lng: -89.934975), Route carried "on" structure: County highway 116, Year Built: 1973, Status: Posted for load, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 400 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 600 (year 2038), Design Load: HS 15, Features Intersected: CREEK, Facility Carried by Structure: COMPRESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.243, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 26.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.33m (10.93ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $273,000, Roadway Improvement Cost: $30,000, Total Project Cost: $410,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA540000000001, Location: SEC 28 T 6S R 7W B (Lat: 34.539253, Lng: -89.934975), Route carried "on" structure: County highway 116, Year Built: 1973, Status: Posted for load, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 400 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 600 (year 2038), Design Load: HS 15, Features Intersected: CREEK, Facility Carried by Structure: COMPRESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.243, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 26.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.33m (10.93ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $273,000, Roadway Improvement Cost: $30,000, Total Project Cost: $410,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA5400000000011, Location: SEC 29 T 6S R 7W (Lat: 34.539167, Lng: -89.957750), Route carried "on" structure: County highway 121, Year Built: 1958, Status: Posted for load, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 225 (year 2043), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: ABE CHAPEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.988, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.4m (14.4ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 12.3m (40.4ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 5.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Bridge Improvement Cost: $213,000, Roadway Improvement Cost: $171,000, Total Project Cost: $384,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA5400000000011, Location: SEC 29 T 6S R 7W (Lat: 34.539167, Lng: -89.957750), Route carried "on" structure: County highway 121, Year Built: 1958, Status: Posted for load, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 225 (year 2043), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: ABE CHAPEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.988, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.4m (14.4ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 12.3m (40.4ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 5.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Bridge Improvement Cost: $213,000, Roadway Improvement Cost: $171,000, Total Project Cost: $384,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA5400000000012, Location: SEC_30_T 6S_R 7W (Lat: 34.524833, Lng: -89.983944), Route carried "on" structure: County highway 122, Year Built: 1980, Status: Posted for load, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 120 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 180 (year 2043), Features Intersected: CREEK, Facility Carried by Structure: COMPRESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.1m (85.6ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 7.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.63m (11.91ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Critical Feature Inspection Date: December 2021, Bridge Improvement Cost: $322,000, Roadway Improvement Cost: $258,000, Total Project Cost: $580,000 ( Estimate for 2021), Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA5400000000012, Location: SEC_30_T 6S_R 7W (Lat: 34.524833, Lng: -89.983944), Route carried "on" structure: County highway 122, Year Built: 1980, Status: Posted for load, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 120 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 180 (year 2043), Features Intersected: CREEK, Facility Carried by Structure: COMPRESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.1m (85.6ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 7.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.63m (11.91ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Critical Feature Inspection Date: December 2021, Bridge Improvement Cost: $322,000, Roadway Improvement Cost: $258,000, Total Project Cost: $580,000 ( Estimate for 2021), Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA5400000000013, Location: SEC_33_T 6S_R 7W (Lat: 34.524667, Lng: -89.950389), Route carried "on" structure: County highway 42, Year Built: 1945, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 220 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 330 (year 2043), Features Intersected: PORTER CREEK, Facility Carried by Structure: COMPRESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 5.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.45m (4.76ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $104,000, Total Project Cost: $233,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA5400000000013, Location: SEC_33_T 6S_R 7W (Lat: 34.524667, Lng: -89.950389), Route carried "on" structure: County highway 42, Year Built: 1945, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 220 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 330 (year 2043), Features Intersected: PORTER CREEK, Facility Carried by Structure: COMPRESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 5.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.45m (4.76ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $104,000, Total Project Cost: $233,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA5400000000041, Location: SEC 18 T 7S R 7W (Lat: 34.466639, Lng: -89.976083), Route carried "on" structure: County highway 168, Year Built: 1939, Status: Posted for load, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 60 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 90 (year 2043), Features Intersected: CREEK, Facility Carried by Structure: PEAGRAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 18.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.34m (10.96ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Bridge Improvement Cost: $297,000, Roadway Improvement Cost: $238,000, Total Project Cost: $535,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA5400000000041, Location: SEC 18 T 7S R 7W (Lat: 34.466639, Lng: -89.976083), Route carried "on" structure: County highway 168, Year Built: 1939, Status: Posted for load, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 60 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 90 (year 2043), Features Intersected: CREEK, Facility Carried by Structure: PEAGRAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 18.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.34m (10.96ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Bridge Improvement Cost: $297,000, Roadway Improvement Cost: $238,000, Total Project Cost: $535,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11000550542576A, Location: I 55 OVER SR 310 (Lat: 34.510200, Lng: -89.922419), Route carried "under" structure: State highway 310, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 2,900 (year 2017), Truck Traffic: 8%, Features Intersected: SR 310, Facility Carried by Structure: I 55
Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 25.378, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 19.2m (63.0ft)
Structure Number: 11000550542576A, Location: I 55 OVER SR 310 (Lat: 34.510200, Lng: -89.922419), Route carried "under" structure: State highway 310, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 2,900 (year 2017), Truck Traffic: 8%, Features Intersected: SR 310, Facility Carried by Structure: I 55
Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 25.378, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 19.2m (63.0ft)
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Structure Number: 11000550542576B, Location: I 55 OVER SR 310 (Lat: 34.510200, Lng: -89.922131), Route carried "under" structure: State highway 310, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 2,900 (year 2017), Truck Traffic: 8%, Features Intersected: SR 310, Facility Carried by Structure: I 55
Minimum Vertical Clearance: 4.59m (15.06ft), Kilometerpoint: 25.405, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 19.2m (63.0ft)
Structure Number: 11000550542576B, Location: I 55 OVER SR 310 (Lat: 34.510200, Lng: -89.922131), Route carried "under" structure: State highway 310, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 2,900 (year 2017), Truck Traffic: 8%, Features Intersected: SR 310, Facility Carried by Structure: I 55
Minimum Vertical Clearance: 4.59m (15.06ft), Kilometerpoint: 25.405, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 19.2m (63.0ft)
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Structure Number: 41000550542555, Location: 3.1 MI N SR 315 (Lat: 34.480839, Lng: -89.911639), Route carried "under" structure: US 55, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 12,000 (year 2017), Truck Traffic: 30%, Features Intersected: I 55, Facility Carried by Structure: HOLLSTON ROAD
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 8.449, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 41000550542555, Location: 3.1 MI N SR 315 (Lat: 34.480839, Lng: -89.911639), Route carried "under" structure: US 55, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 12,000 (year 2017), Truck Traffic: 30%, Features Intersected: I 55, Facility Carried by Structure: HOLLSTON ROAD
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 8.449, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 41000550542555, Location: 3.1 MI N SR 315 (Lat: 34.480839, Lng: -89.911361), Route carried "under" structure: US 55, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 12,000 (year 2017), Truck Traffic: 30%, Features Intersected: I 55, Facility Carried by Structure: HOLLSTON ROAD
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 35.529, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 41000550542555, Location: 3.1 MI N SR 315 (Lat: 34.480839, Lng: -89.911361), Route carried "under" structure: US 55, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 12,000 (year 2017), Truck Traffic: 30%, Features Intersected: I 55, Facility Carried by Structure: HOLLSTON ROAD
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 35.529, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 21.3m (69.9ft)