Bridge Statistics for Coldwater, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 35Number of bridges
- 1,027ft / 313mTotal length
- $2,010,083,000Total costs
- 235,260Total average daily traffic
- 44,556Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Coldwater
- No street view available for this location
- New bridges - historical statistics
- 21940-1949
- 111950-1959
- 31970-1979
- 41990-1999
- 52000-2009
- 62010-2019
- 42020-2022
- Bridge Condition - Deck
- 19.0%Very good
- 57.1%Good
- 9.5%Satisfactory
- 14.3%Fair
- Bridge Condition - Superstructure
- 33.3%Very good
- 47.6%Good
- 9.5%Satisfactory
- 9.5%Fair
- Bridge Condition - Substructure
- 47.6%Very good
- 38.1%Good
- 14.3%Satisfactory
- Bridge Condition - Channel
- 4.8%Excellent
- 28.6%Very good
- 42.9%Good
- 23.8%Satisfactory
- Bridge Condition - Culverts
- 16.7%Very good
- 50.0%Good
- 33.3%Satisfactory
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Structure Number: 11000550692714A, Location: I 55 OVER SR 306 (Lat: 34.700044, Lng: -89.965439), Route carried "on" structure: Interstate 55, Year Built: 2020, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 20,500 (year 2040), Design Load: HL 93, Features Intersected: SR 306
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.019, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000550692714A, Location: I 55 OVER SR 306 (Lat: 34.700044, Lng: -89.965439), Route carried "on" structure: Interstate 55, Year Built: 2020, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 20,500 (year 2040), Design Load: HL 93, Features Intersected: SR 306
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.019, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000550692714B, Location: I 55 OVER SR 306 (Lat: 34.699769, Lng: -89.965183), Route carried "on" structure: Interstate 55, Year Built: 2020, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 20,500 (year 2040), Design Load: HL 93, Features Intersected: SR 306
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.534, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000550692714B, Location: I 55 OVER SR 306 (Lat: 34.699769, Lng: -89.965183), Route carried "on" structure: Interstate 55, Year Built: 2020, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 20,500 (year 2040), Design Load: HL 93, Features Intersected: SR 306
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.534, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000550692729A, Location: 1.6 MI N SR 306 (Lat: 34.727253, Lng: -89.963861), Route carried "on" structure: Interstate 55, Year Built: 1959, Status: Open, Structure Length: 60.96m (200.00ft), Average Daily Traffic: 18,000 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 22,500 (year 2040), Design Load: HS 20, Features Intersected: COLDWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 42, Length of Maximum Span: 36.6m (120.1ft), 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: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 69.2 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 60.96m (200.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $999,999,000, Roadway Improvement Cost: $26,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 11000550692729A, Location: 1.6 MI N SR 306 (Lat: 34.727253, Lng: -89.963861), Route carried "on" structure: Interstate 55, Year Built: 1959, Status: Open, Structure Length: 60.96m (200.00ft), Average Daily Traffic: 18,000 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 22,500 (year 2040), Design Load: HS 20, Features Intersected: COLDWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 42, Length of Maximum Span: 36.6m (120.1ft), 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: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 69.2 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 60.96m (200.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $999,999,000, Roadway Improvement Cost: $26,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 11000550692729B, Location: 1.6 MI N SR 306 (Lat: 34.721806, Lng: -89.963897), Route carried "on" structure: Interstate 55, Year Built: 1959, Status: Open, Structure Length: 60.96m (200.00ft), Average Daily Traffic: 18,000 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 22,500 (year 2040), Design Load: HS 20, Features Intersected: COLDWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.982, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 42, Length of Maximum Span: 36.6m (120.1ft), 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: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 69.2 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 60.96m (200.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $999,999,000, Roadway Improvement Cost: $26,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 11000550692729B, Location: 1.6 MI N SR 306 (Lat: 34.721806, Lng: -89.963897), Route carried "on" structure: Interstate 55, Year Built: 1959, Status: Open, Structure Length: 60.96m (200.00ft), Average Daily Traffic: 18,000 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 22,500 (year 2040), Design Load: HS 20, Features Intersected: COLDWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.982, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 42, Length of Maximum Span: 36.6m (120.1ft), 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: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 69.2 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 60.96m (200.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $999,999,000, Roadway Improvement Cost: $26,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 21000510692739A, Location: 2.1 MI N SR 4 (Lat: 34.657483, Lng: -89.974764), Route carried "on" structure: US 51, Year Built: 2013, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 9,000 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 9,000 (year 2040), Design Load: HS 20, Features Intersected: HICKAHALA CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.576, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000510692739A, Location: 2.1 MI N SR 4 (Lat: 34.657483, Lng: -89.974764), Route carried "on" structure: US 51, Year Built: 2013, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 9,000 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 9,000 (year 2040), Design Load: HS 20, Features Intersected: HICKAHALA CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.576, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000510692741A, Location: 2.3 MI N SR 4 (Lat: 34.659439, Lng: -89.975275), Route carried "on" structure: US 51, Year Built: 2013, Status: Open, Structure Length: 6.05m (19.85ft), Average Daily Traffic: 9,000 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 9,000 (year 2040), Design Load: HS 20, Features Intersected: HICKAHALA CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.798, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 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: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000510692741A, Location: 2.3 MI N SR 4 (Lat: 34.659439, Lng: -89.975275), Route carried "on" structure: US 51, Year Built: 2013, Status: Open, Structure Length: 6.05m (19.85ft), Average Daily Traffic: 9,000 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 9,000 (year 2040), Design Load: HS 20, Features Intersected: HICKAHALA CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.798, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 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: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000510692742A, Location: 2.4 MI N SR 4 (Lat: 34.661342, Lng: -89.975778), Route carried "on" structure: US 51, Year Built: 2013, Status: Open, Structure Length: 9.65m (31.66ft), Average Daily Traffic: 9,000 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 9,000 (year 2040), Design Load: HS 20, Features Intersected: HICKAHALA CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.014, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 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: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000510692742A, Location: 2.4 MI N SR 4 (Lat: 34.661342, Lng: -89.975778), Route carried "on" structure: US 51, Year Built: 2013, Status: Open, Structure Length: 9.65m (31.66ft), Average Daily Traffic: 9,000 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 9,000 (year 2040), Design Load: HS 20, Features Intersected: HICKAHALA CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.014, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 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: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000510692784, Location: DESOTO COUNTY LINE (Lat: 34.717500, Lng: -89.987494), Route carried "on" structure: US 51, Year Built: 2018, Status: Open, Structure Length: 59.05m (193.73ft), Average Daily Traffic: 4,000 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 4,000 (year 2040), Design Load: HL 93, Features Intersected: COLDWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.385, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 11, Length of Maximum Span: 77.7m (254.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Excellent, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000510692784, Location: DESOTO COUNTY LINE (Lat: 34.717500, Lng: -89.987494), Route carried "on" structure: US 51, Year Built: 2018, Status: Open, Structure Length: 59.05m (193.73ft), Average Daily Traffic: 4,000 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 4,000 (year 2040), Design Load: HL 93, Features Intersected: COLDWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.385, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 11, Length of Maximum Span: 77.7m (254.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Excellent, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31003060690022, Location: 1.0 MI E I 55 (Lat: 34.699911, Lng: -89.948206), Route carried "on" structure: State highway 306, Year Built: 1948, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 4,500 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 4,500 (year 2040), Design Load: H 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.995, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 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: July 2021
Structure Number: 31003060690022, Location: 1.0 MI E I 55 (Lat: 34.699911, Lng: -89.948206), Route carried "on" structure: State highway 306, Year Built: 1948, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 4,500 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 4,500 (year 2040), Design Load: H 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.995, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 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: July 2021
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Structure Number: 31003060690051, Location: 4.0 MI E I 55 (Lat: 34.699908, Lng: -89.895942), Route carried "on" structure: State highway 306, Year Built: 1948, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: H 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.810, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 45.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 31003060690051, Location: 4.0 MI E I 55 (Lat: 34.699908, Lng: -89.895942), Route carried "on" structure: State highway 306, Year Built: 1948, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: H 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.810, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 45.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum 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: 41000550172749, Location: 1.9 MI N TATE CL (Lat: 34.750789, Lng: -89.963781), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 730 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 730 (year 2040), Design Load: HS 15, Features Intersected: I 55, Facility Carried by Structure: LOVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.652, 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: 4, Number Of Approach Spans: 2, Length of Maximum Span: 20.4m (66.9ft), 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: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 37.9 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, 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: 41000550172749, Location: 1.9 MI N TATE CL (Lat: 34.750789, Lng: -89.963781), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 730 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 730 (year 2040), Design Load: HS 15, Features Intersected: I 55, Facility Carried by Structure: LOVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.652, 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: 4, Number Of Approach Spans: 2, Length of Maximum Span: 20.4m (66.9ft), 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: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 37.9 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, 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: 41000550692685, Location: 2.9 MI N SR 4 (Lat: 34.659631, Lng: -89.962258), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 290 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 290 (year 2040), Design Load: HS 15, Features Intersected: I 55, Facility Carried by Structure: RIFLE RANGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.415, 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: 4, Number Of Approach Spans: 2, Length of Maximum Span: 20.4m (66.9ft), 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: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 37.9 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 41000550692685, Location: 2.9 MI N SR 4 (Lat: 34.659631, Lng: -89.962258), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 290 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 290 (year 2040), Design Load: HS 15, Features Intersected: I 55, Facility Carried by Structure: RIFLE RANGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.415, 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: 4, Number Of Approach Spans: 2, Length of Maximum Span: 20.4m (66.9ft), 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: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 37.9 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 41000550692702, Location: 1.0 MI S SR 306 (Lat: 34.684961, Lng: -89.966608), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 9.42m (30.91ft), Average Daily Traffic: 380 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 380 (year 2040), Design Load: HS 15, Features Intersected: I 55, Facility Carried by Structure: PEYTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.044, 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: 4, Number Of Approach Spans: 2, Length of Maximum Span: 20.4m (66.9ft), 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: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 37.9 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 41000550692702, Location: 1.0 MI S SR 306 (Lat: 34.684961, Lng: -89.966608), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 9.42m (30.91ft), Average Daily Traffic: 380 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 380 (year 2040), Design Load: HS 15, Features Intersected: I 55, Facility Carried by Structure: PEYTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.044, 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: 4, Number Of Approach Spans: 2, Length of Maximum Span: 20.4m (66.9ft), 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: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 37.9 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: SA1700000000089, Location: SEC 7 T 4S R 7W (Lat: 34.753083, Lng: -89.972417), Route carried "on" structure: County highway 20, Year Built: 1991, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 400 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 600 (year 2038), Design Load: HS 20, Features Intersected: NIP & TUCK CREEK, Facility Carried by Structure: LOVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft)
Condition: Channel: Good, Culverts: Good, 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: 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: SA1700000000089, Location: SEC 7 T 4S R 7W (Lat: 34.753083, Lng: -89.972417), Route carried "on" structure: County highway 20, Year Built: 1991, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 400 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 600 (year 2038), Design Load: HS 20, Features Intersected: NIP & TUCK CREEK, Facility Carried by Structure: LOVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft)
Condition: Channel: Good, Culverts: Good, 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: 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: SA170000000009, Location: SEC 8 T 4S R 7W (Lat: 34.751861, Lng: -89.967750), Route carried "on" structure: County highway 20, Year Built: 1998, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 400 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 600 (year 2038), Design Load: HS 20, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: LOVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.4m (14.4ft)
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: SA170000000009, Location: SEC 8 T 4S R 7W (Lat: 34.751861, Lng: -89.967750), Route carried "on" structure: County highway 20, Year Built: 1998, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 400 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 600 (year 2038), Design Load: HS 20, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: LOVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.4m (14.4ft)
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: SA6900000000023, Location: SEC 15 T 4S R 7W B (Lat: 34.733672, Lng: -89.926169), Route carried "on" structure: County highway 887, Year Built: 2005, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 430 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 645 (year 2038), Design Load: HS 20, Features Intersected: BEARTAIL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.345, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 18.2m (59.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA6900000000023, Location: SEC 15 T 4S R 7W B (Lat: 34.733672, Lng: -89.926169), Route carried "on" structure: County highway 887, Year Built: 2005, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 430 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 645 (year 2038), Design Load: HS 20, Features Intersected: BEARTAIL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.345, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 18.2m (59.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA6900000000024, Location: SEC 15 T 4S R 7W (Lat: 34.743592, Lng: -89.917672), Route carried "on" structure: County highway 148, Year Built: 2000, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 60 (year 2018), Average Future Daily Traffic: 90 (year 2038), Design Load: HS 20, Features Intersected: LICK BRANCH, Facility Carried by Structure: SCOTT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 40.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.0 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: SA6900000000024, Location: SEC 15 T 4S R 7W (Lat: 34.743592, Lng: -89.917672), Route carried "on" structure: County highway 148, Year Built: 2000, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 60 (year 2018), Average Future Daily Traffic: 90 (year 2038), Design Load: HS 20, Features Intersected: LICK BRANCH, Facility Carried by Structure: SCOTT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 40.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.0 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: SA6900000000025, Location: SEC 22 T 4S R 7W B (Lat: 34.723256, Lng: -89.925864), Route carried "on" structure: County highway 887, Year Built: 2005, Status: Open, Structure Length: 3.04m (9.97ft), Average Daily Traffic: 430 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 645 (year 2038), Design Load: HS 20, Features Intersected: BEARTAIL CREEK, Facility Carried by Structure: PALESTINE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.218, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA6900000000025, Location: SEC 22 T 4S R 7W B (Lat: 34.723256, Lng: -89.925864), Route carried "on" structure: County highway 887, Year Built: 2005, Status: Open, Structure Length: 3.04m (9.97ft), Average Daily Traffic: 430 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 645 (year 2038), Design Load: HS 20, Features Intersected: BEARTAIL CREEK, Facility Carried by Structure: PALESTINE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.218, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA6900000000026, Location: SEC 22 T 4S R 7W B (Lat: 34.729017, Lng: -89.926033), Route carried "on" structure: County highway 887, Year Built: 2005, Status: Open, Structure Length: 3.76m (12.34ft), Average Daily Traffic: 430 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 645 (year 2038), Design Load: HS 20, Features Intersected: BEARTAIL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA6900000000026, Location: SEC 22 T 4S R 7W B (Lat: 34.729017, Lng: -89.926033), Route carried "on" structure: County highway 887, Year Built: 2005, Status: Open, Structure Length: 3.76m (12.34ft), Average Daily Traffic: 430 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 645 (year 2038), Design Load: HS 20, Features Intersected: BEARTAIL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA6900000000027, Location: SEC_22_T 4S_R 7W B (Lat: 34.714581, Lng: -89.919647), Route carried "on" structure: County highway 150, Year Built: 1996, Status: Open, Structure Length: 1.79m (5.87ft), Average Daily Traffic: 430 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 645 (year 2038), Design Load: HS 20, Features Intersected: BEARTAIL CREEK BRANCH, Facility Carried by Structure: OLD COLDW-SCOTTLAN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.218, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, 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, Operating Rating: 93.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 56.1 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: SA6900000000027, Location: SEC_22_T 4S_R 7W B (Lat: 34.714581, Lng: -89.919647), Route carried "on" structure: County highway 150, Year Built: 1996, Status: Open, Structure Length: 1.79m (5.87ft), Average Daily Traffic: 430 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 645 (year 2038), Design Load: HS 20, Features Intersected: BEARTAIL CREEK BRANCH, Facility Carried by Structure: OLD COLDW-SCOTTLAN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.218, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, 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, Operating Rating: 93.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 56.1 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: SA6900000000028, Location: SEC 31 T 4S R 7W (Lat: 34.687972, Lng: -89.974694), Route carried "on" structure: County highway 13, Year Built: 1999, Status: Open, Structure Length: 3.98m (13.06ft), Average Daily Traffic: 250 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 375 (year 2038), Design Load: HS 20, Features Intersected: ILLINOIS CENTRAL RR, Facility Carried by Structure: CENTRAL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: SA6900000000028, Location: SEC 31 T 4S R 7W (Lat: 34.687972, Lng: -89.974694), Route carried "on" structure: County highway 13, Year Built: 1999, Status: Open, Structure Length: 3.98m (13.06ft), Average Daily Traffic: 250 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 375 (year 2038), Design Load: HS 20, Features Intersected: ILLINOIS CENTRAL RR, Facility Carried by Structure: CENTRAL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: SA690000000003, Location: SEC 34 T 4S R 8W B (Lat: 34.684944, Lng: -90.022339), Route carried "on" structure: County highway 907, Year Built: 1978, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 4,800 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 7,200 (year 2038), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: COLDW-ARKABUTLA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.208, Lanes on structure: 2, Owner: County 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: 0.5m (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: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.0 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.50m (14.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $444,000, Roadway Improvement Cost: $70,000, Total Project Cost: $666,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA690000000003, Location: SEC 34 T 4S R 8W B (Lat: 34.684944, Lng: -90.022339), Route carried "on" structure: County highway 907, Year Built: 1978, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 4,800 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 7,200 (year 2038), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: COLDW-ARKABUTLA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.208, Lanes on structure: 2, Owner: County 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: 0.5m (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: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.0 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.50m (14.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $444,000, Roadway Improvement Cost: $70,000, Total Project Cost: $666,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA6900000000031, Location: SEC 35 T 4S R 8W B (Lat: 34.687150, Lng: -90.005933), Route carried "on" structure: County highway 907, Year Built: 2003, Status: Open, Structure Length: 22.86m (75.00ft), Average Daily Traffic: 4,800 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 7,200 (year 2038), Design Load: HS 20, Features Intersected: HICKAHALA CREEK BRANCH, Facility Carried by Structure: COLDW-ARKABUTLA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.818, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 33.5m (109.9ft), 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: Very good, Channel: Good, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 17.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.90m (75.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $3,004,000, Roadway Improvement Cost: $300,000, Total Project Cost: $4,506,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA6900000000031, Location: SEC 35 T 4S R 8W B (Lat: 34.687150, Lng: -90.005933), Route carried "on" structure: County highway 907, Year Built: 2003, Status: Open, Structure Length: 22.86m (75.00ft), Average Daily Traffic: 4,800 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 7,200 (year 2038), Design Load: HS 20, Features Intersected: HICKAHALA CREEK BRANCH, Facility Carried by Structure: COLDW-ARKABUTLA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.818, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 33.5m (109.9ft), 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: Very good, Channel: Good, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 17.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.90m (75.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $3,004,000, Roadway Improvement Cost: $300,000, Total Project Cost: $4,506,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA6900000000032, Location: SEC 36 T 4S R 8W B (Lat: 34.688489, Lng: -90.002358), Route carried "on" structure: County highway 907, Year Built: 1978, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 4,800 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 7,200 (year 2038), Design Load: HS 20, Features Intersected: TRIB TO HICKAHALA CREEK, Facility Carried by Structure: COLDW-ARKABUTLA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.301, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, 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: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.00m (22.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $690,000, Roadway Improvement Cost: $90,000, Total Project Cost: $1,035,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA6900000000032, Location: SEC 36 T 4S R 8W B (Lat: 34.688489, Lng: -90.002358), Route carried "on" structure: County highway 907, Year Built: 1978, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 4,800 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 7,200 (year 2038), Design Load: HS 20, Features Intersected: TRIB TO HICKAHALA CREEK, Facility Carried by Structure: COLDW-ARKABUTLA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.301, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, 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: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.00m (22.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $690,000, Roadway Improvement Cost: $90,000, Total Project Cost: $1,035,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA6900000000033, Location: SEC 36 T 4S R 8W B (Lat: 34.690364, Lng: -89.997361), Route carried "on" structure: County highway 907, Year Built: 1978, Status: Open, Structure Length: 18.30m (60.04ft), Average Daily Traffic: 4,800 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 7,200 (year 2038), Design Load: HS 20, Features Intersected: HICKAHALA CREEK, Facility Carried by Structure: COLDW-ARKABUTLA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.622, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, 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: Good, Substructure: Good, Channel: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 18.70m (61.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $2,585,000, Roadway Improvement Cost: $259,000, Total Project Cost: $3,878,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA6900000000033, Location: SEC 36 T 4S R 8W B (Lat: 34.690364, Lng: -89.997361), Route carried "on" structure: County highway 907, Year Built: 1978, Status: Open, Structure Length: 18.30m (60.04ft), Average Daily Traffic: 4,800 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 7,200 (year 2038), Design Load: HS 20, Features Intersected: HICKAHALA CREEK, Facility Carried by Structure: COLDW-ARKABUTLA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.622, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, 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: Good, Substructure: Good, Channel: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 18.70m (61.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $2,585,000, Roadway Improvement Cost: $259,000, Total Project Cost: $3,878,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA6900000000133, Location: SEC 36 T 4S R 7W (Lat: 34.692447, Lng: -89.888169), Route carried "on" structure: County highway 292, Year Built: 2010, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 30 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 45 (year 2038), Design Load: HL 93, Features Intersected: BRANCH OF LEAKE CREEK, Facility Carried by Structure: FRANCES LESURE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.804, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA6900000000133, Location: SEC 36 T 4S R 7W (Lat: 34.692447, Lng: -89.888169), Route carried "on" structure: County highway 292, Year Built: 2010, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 30 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 45 (year 2038), Design Load: HL 93, Features Intersected: BRANCH OF LEAKE CREEK, Facility Carried by Structure: FRANCES LESURE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.804, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA6900000000136, Location: SEC 35 T 4S R 7W (Lat: 34.688175, Lng: -89.898536), Route carried "on" structure: County highway 157, Year Built: 2012, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 150 (year 2038), Design Load: HL 93, Features Intersected: BEARTAIL CREEK BRANCH, Facility Carried by Structure: SCOTT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA6900000000136, Location: SEC 35 T 4S R 7W (Lat: 34.688175, Lng: -89.898536), Route carried "on" structure: County highway 157, Year Built: 2012, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 150 (year 2038), Design Load: HL 93, Features Intersected: BEARTAIL CREEK BRANCH, Facility Carried by Structure: SCOTT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 11000550692714A, Location: I 55 OVER SR 306 (Lat: 34.699906, Lng: -89.965450), Route carried "under" structure: State highway 306, Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 7,600 (year 2018), Truck Traffic: 8%, Features Intersected: SR 306, Facility Carried by Structure: I 55
Minimum Vertical Clearance: 4.97m (16.31ft), Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft)
Structure Number: 11000550692714A, Location: I 55 OVER SR 306 (Lat: 34.699906, Lng: -89.965450), Route carried "under" structure: State highway 306, Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 7,600 (year 2018), Truck Traffic: 8%, Features Intersected: SR 306, Facility Carried by Structure: I 55
Minimum Vertical Clearance: 4.97m (16.31ft), Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft)
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Structure Number: 11000550692714B, Location: I 55 OVER SR 306 (Lat: 34.699900, Lng: -89.965169), Route carried "under" structure: State highway 306, Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 7,600 (year 2018), Truck Traffic: 8%, Features Intersected: SR 306, Facility Carried by Structure: I 55
Minimum Vertical Clearance: 4.91m (16.11ft), Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft)
Structure Number: 11000550692714B, Location: I 55 OVER SR 306 (Lat: 34.699900, Lng: -89.965169), Route carried "under" structure: State highway 306, Year Built: 2020, Structure Length: 0. m, Average Daily Traffic: 7,600 (year 2018), Truck Traffic: 8%, Features Intersected: SR 306, Facility Carried by Structure: I 55
Minimum Vertical Clearance: 4.91m (16.11ft), Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft)
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Structure Number: 41000550172749, Location: 1.9 MI N TATE CL (Lat: 34.750789, Lng: -89.963131), Route carried "under" structure: Interstate 55, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 16,000 (year 2017), Truck Traffic: 17%, Features Intersected: I 55, Facility Carried by Structure: LOVE ROAD
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 2.609, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 41000550172749, Location: 1.9 MI N TATE CL (Lat: 34.750789, Lng: -89.963131), Route carried "under" structure: Interstate 55, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 16,000 (year 2017), Truck Traffic: 17%, Features Intersected: I 55, Facility Carried by Structure: LOVE ROAD
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 2.609, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 20.4m (66.9ft)
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Structure Number: 41000550172749, Location: 1.9 MI N TATE CL (Lat: 34.750789, Lng: -89.963411), Route carried "under" structure: Interstate 55, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 16,000 (year 2017), Truck Traffic: 17%, Features Intersected: I 55, Facility Carried by Structure: LOVE ROAD
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 12.601, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 41000550172749, Location: 1.9 MI N TATE CL (Lat: 34.750789, Lng: -89.963411), Route carried "under" structure: Interstate 55, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 16,000 (year 2017), Truck Traffic: 17%, Features Intersected: I 55, Facility Carried by Structure: LOVE ROAD
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 12.601, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 20.4m (66.9ft)
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Structure Number: 41000550692685, Location: 2.9 MI N SR 4 (Lat: 34.659731, Lng: -89.961681), Route carried "under" structure: Interstate 55, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 14,500 (year 2017), Truck Traffic: 35%, Features Intersected: I 55, Facility Carried by Structure: RIFLE RANGE ROAD
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 12.048, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 41000550692685, Location: 2.9 MI N SR 4 (Lat: 34.659731, Lng: -89.961681), Route carried "under" structure: Interstate 55, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 14,500 (year 2017), Truck Traffic: 35%, Features Intersected: I 55, Facility Carried by Structure: RIFLE RANGE ROAD
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 12.048, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 20.4m (66.9ft)
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Structure Number: 41000550692685, Location: 2.9 MI N SR 4 (Lat: 34.659681, Lng: -89.961961), Route carried "under" structure: Interstate 55, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 14,500 (year 2017), Truck Traffic: 35%, Features Intersected: I 55, Facility Carried by Structure: RIFLE RANGE ROAD
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 7.548, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 41000550692685, Location: 2.9 MI N SR 4 (Lat: 34.659681, Lng: -89.961961), Route carried "under" structure: Interstate 55, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 14,500 (year 2017), Truck Traffic: 35%, Features Intersected: I 55, Facility Carried by Structure: RIFLE RANGE ROAD
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 7.548, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 20.4m (66.9ft)
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Structure Number: 41000550692702, Location: 1.0 MI S SR 306 (Lat: 34.684931, Lng: -89.965981), Route carried "under" structure: Interstate 55, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 14,500 (year 2017), Truck Traffic: 35%, Features Intersected: I 55, Facility Carried by Structure: PEYTON ROAD
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 14.888, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 41000550692702, Location: 1.0 MI S SR 306 (Lat: 34.684931, Lng: -89.965981), Route carried "under" structure: Interstate 55, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 14,500 (year 2017), Truck Traffic: 35%, Features Intersected: I 55, Facility Carried by Structure: PEYTON ROAD
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 14.888, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 20.4m (66.9ft)
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Structure Number: 41000550692702, Location: 1.0 MI S SR 306 (Lat: 34.684939, Lng: -89.966269), Route carried "under" structure: Interstate 55, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 14,500 (year 2017), Truck Traffic: 35%, Features Intersected: I 55, Facility Carried by Structure: PEYTON ROAD
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 4.696, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 41000550692702, Location: 1.0 MI S SR 306 (Lat: 34.684939, Lng: -89.966269), Route carried "under" structure: Interstate 55, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 14,500 (year 2017), Truck Traffic: 35%, Features Intersected: I 55, Facility Carried by Structure: PEYTON ROAD
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 4.696, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 20.4m (66.9ft)