Bridge Statistics for Tupelo, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 226Number of bridges
- 3,376ft / 1,029mTotal length
- $6,585,513,000Total costs
- 1,934,391Total average daily traffic
- 230,671Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Tupelo
- No street view available for this location
- New bridges - historical statistics
- 41930-1939
- 41940-1949
- 221950-1959
- 311960-1969
- 321970-1979
- 631980-1989
- 181990-1999
- 152000-2009
- 362010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 11980-1989
- 01990-1999
- 12000-2009
- 32010-2019
- Bridge Condition - Deck
- 14.6%Very good
- 51.8%Good
- 28.5%Satisfactory
- 4.4%Fair
- 0.7%Poor
- Bridge Condition - Superstructure
- 0.7%Excellent
- 40.1%Very good
- 38.7%Good
- 16.1%Satisfactory
- 4.4%Fair
- Bridge Condition - Substructure
- 13.9%Very good
- 67.9%Good
- 15.3%Satisfactory
- 2.9%Fair
- Bridge Condition - Channel
- 0.9%Excellent
- 36.5%Very good
- 29.6%Good
- 20.0%Satisfactory
- 11.3%Fair
- 1.7%Poor
- Bridge Condition - Culverts
- 13.3%Very good
- 70.0%Good
- 13.3%Satisfactory
- 3.3%Fair
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Structure Number: 21000450412233A, Location: 4.5 MI S US 78 (Lat: 34.235939, Lng: -88.700372), Route carried "on" structure: US 45, Year Built: 1976, Status: Open, Structure Length: 7.70m (25.26ft), Average Daily Traffic: 14,500 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 16,500 (year 2040), Design Load: HS 20, Features Intersected: EASON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.139, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 66.8 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000450412233A, Location: 4.5 MI S US 78 (Lat: 34.235939, Lng: -88.700372), Route carried "on" structure: US 45, Year Built: 1976, Status: Open, Structure Length: 7.70m (25.26ft), Average Daily Traffic: 14,500 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 16,500 (year 2040), Design Load: HS 20, Features Intersected: EASON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.139, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 66.8 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000450412233B, Location: 4.5 MI S US 78 (Lat: 34.235317, Lng: -88.700486), Route carried "on" structure: US 45, Year Built: 1976, Status: Open, Structure Length: 7.70m (25.26ft), Average Daily Traffic: 14,500 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 16,500 (year 2040), Design Load: HS 20, Features Intersected: EASON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.280, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 66.8 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: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000450412233B, Location: 4.5 MI S US 78 (Lat: 34.235317, Lng: -88.700486), Route carried "on" structure: US 45, Year Built: 1976, Status: Open, Structure Length: 7.70m (25.26ft), Average Daily Traffic: 14,500 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 16,500 (year 2040), Design Load: HS 20, Features Intersected: EASON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.280, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 66.8 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: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000450412234A, Location: 4.3 MI S US 78 (Lat: 34.238983, Lng: -88.698944), Route carried "on" structure: US 45, Year Built: 1976, Status: Open, Structure Length: 8.77m (28.77ft), Average Daily Traffic: 2,400 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,700 (year 2040), Design Load: HS 20, Features Intersected: KINGS CREEK, Facility Carried by Structure: NW RAMP EASON BLV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.182, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 51.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000450412234A, Location: 4.3 MI S US 78 (Lat: 34.238983, Lng: -88.698944), Route carried "on" structure: US 45, Year Built: 1976, Status: Open, Structure Length: 8.77m (28.77ft), Average Daily Traffic: 2,400 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,700 (year 2040), Design Load: HS 20, Features Intersected: KINGS CREEK, Facility Carried by Structure: NW RAMP EASON BLV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.182, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 51.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000450412234B, Location: 4.3 MI S US 78 (Lat: 34.238739, Lng: -88.698811), Route carried "on" structure: US 45, Year Built: 1976, Status: Open, Structure Length: 9.84m (32.28ft), Average Daily Traffic: 14,500 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 16,500 (year 2040), Design Load: HS 20, Features Intersected: KINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.797, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000450412234B, Location: 4.3 MI S US 78 (Lat: 34.238739, Lng: -88.698811), Route carried "on" structure: US 45, Year Built: 1976, Status: Open, Structure Length: 9.84m (32.28ft), Average Daily Traffic: 14,500 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 16,500 (year 2040), Design Load: HS 20, Features Intersected: KINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.797, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000450412234C, Location: 4.3 MI S US 78 (Lat: 34.237731, Lng: -88.699139), Route carried "on" structure: US 45, Year Built: 1976, Status: Open, Structure Length: 9.84m (32.28ft), Average Daily Traffic: 14,500 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 16,500 (year 2040), Design Load: HS 20, Features Intersected: KINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.574, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 52.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000450412234C, Location: 4.3 MI S US 78 (Lat: 34.237731, Lng: -88.699139), Route carried "on" structure: US 45, Year Built: 1976, Status: Open, Structure Length: 9.84m (32.28ft), Average Daily Traffic: 14,500 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 16,500 (year 2040), Design Load: HS 20, Features Intersected: KINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.574, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 52.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000450412234D, Location: 4.3 MI S US 78 (Lat: 34.237292, Lng: -88.698875), Route carried "on" structure: US 45, Year Built: 1976, Status: Open, Structure Length: 11.69m (38.35ft), Average Daily Traffic: 2,250 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,550 (year 2040), Design Load: HS 20, Features Intersected: KINGS CREEK, Facility Carried by Structure: NE RAMP EASON BLV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.183, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000450412234D, Location: 4.3 MI S US 78 (Lat: 34.237292, Lng: -88.698875), Route carried "on" structure: US 45, Year Built: 1976, Status: Open, Structure Length: 11.69m (38.35ft), Average Daily Traffic: 2,250 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,550 (year 2040), Design Load: HS 20, Features Intersected: KINGS CREEK, Facility Carried by Structure: NE RAMP EASON BLV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.183, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000450412238A, Location: 4.0 MI S US 78 (Lat: 34.243597, Lng: -88.696114), Route carried "on" structure: US 45, Year Built: 1976, Status: Open, Structure Length: 11.36m (37.27ft), Average Daily Traffic: 17,500 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 19,500 (year 2040), Design Load: HS 20, Features Intersected: BURLINGTON NORTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.204, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000450412238A, Location: 4.0 MI S US 78 (Lat: 34.243597, Lng: -88.696114), Route carried "on" structure: US 45, Year Built: 1976, Status: Open, Structure Length: 11.36m (37.27ft), Average Daily Traffic: 17,500 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 19,500 (year 2040), Design Load: HS 20, Features Intersected: BURLINGTON NORTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.204, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000450412238B, Location: 4.0 MI S US 78 (Lat: 34.242483, Lng: -88.696500), Route carried "on" structure: US 45, Year Built: 1972, Status: Open, Structure Length: 11.36m (37.27ft), Average Daily Traffic: 17,500 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 19,500 (year 2040), Design Load: HS 20, Features Intersected: BURLINGTON NORTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.155, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000450412238B, Location: 4.0 MI S US 78 (Lat: 34.242483, Lng: -88.696500), Route carried "on" structure: US 45, Year Built: 1972, Status: Open, Structure Length: 11.36m (37.27ft), Average Daily Traffic: 17,500 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 19,500 (year 2040), Design Load: HS 20, Features Intersected: BURLINGTON NORTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.155, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000450412248A, Location: US 45 OVER SR 6 (Lat: 34.257850, Lng: -88.693992), Route carried "on" structure: US 45, Year Built: 1976, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 17,500 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 19,500 (year 2040), Design Load: HS 20, Features Intersected: SR 6 AND SR 178
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.593, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Inventory Rating: 61.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000450412248A, Location: US 45 OVER SR 6 (Lat: 34.257850, Lng: -88.693992), Route carried "on" structure: US 45, Year Built: 1976, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 17,500 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 19,500 (year 2040), Design Load: HS 20, Features Intersected: SR 6 AND SR 178
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.593, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Inventory Rating: 61.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000450412248B, Location: US 45 OVER SR 6 (Lat: 34.257078, Lng: -88.693786), Route carried "on" structure: US 45, Year Built: 1976, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 17,500 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 19,500 (year 2040), Design Load: HS 20, Features Intersected: SR 6 AND SR 178
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.816, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 4, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Inventory Rating: 67.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000450412248B, Location: US 45 OVER SR 6 (Lat: 34.257078, Lng: -88.693786), Route carried "on" structure: US 45, Year Built: 1976, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 17,500 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 19,500 (year 2040), Design Load: HS 20, Features Intersected: SR 6 AND SR 178
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.816, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 4, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Inventory Rating: 67.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000450412260A, Location: 1.8 MI S US 78 (Lat: 34.271692, Lng: -88.701139), Route carried "on" structure: US 45, Year Built: 1975, Status: Open, Structure Length: 14.83m (48.65ft), Average Daily Traffic: 18,000 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 20,500 (year 2040), Design Load: HS 20, Features Intersected: FRONT ST, KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.784, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 63.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000450412260A, Location: 1.8 MI S US 78 (Lat: 34.271692, Lng: -88.701139), Route carried "on" structure: US 45, Year Built: 1975, Status: Open, Structure Length: 14.83m (48.65ft), Average Daily Traffic: 18,000 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 20,500 (year 2040), Design Load: HS 20, Features Intersected: FRONT ST, KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.784, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 63.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000450412260B, Location: 1.8 MI S US 78 (Lat: 34.271147, Lng: -88.699842), Route carried "on" structure: US 45, Year Built: 1966, Status: Open, Structure Length: 14.89m (48.85ft), Average Daily Traffic: 18,000 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 20,500 (year 2040), Design Load: HS 20, Features Intersected: FRONT ST, KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.599, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 22.6m (74.1ft), 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 38.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.1 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.90m (48.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $418,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $618,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000450412260B, Location: 1.8 MI S US 78 (Lat: 34.271147, Lng: -88.699842), Route carried "on" structure: US 45, Year Built: 1966, Status: Open, Structure Length: 14.89m (48.85ft), Average Daily Traffic: 18,000 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 20,500 (year 2040), Design Load: HS 20, Features Intersected: FRONT ST, KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.599, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 22.6m (74.1ft), 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 38.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.1 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.90m (48.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $418,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $618,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000450412273, Location: 0.7 MI S US 78 (Lat: 34.286286, Lng: -88.706747), Route carried "on" structure: US 45, Year Built: 1983, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 36,000 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 41,000 (year 2040), Design Load: HS 20, Features Intersected: OLD TOWN CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.574, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 4, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Good, 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: November 2020
Structure Number: 21000450412273, Location: 0.7 MI S US 78 (Lat: 34.286286, Lng: -88.706747), Route carried "on" structure: US 45, Year Built: 1983, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 36,000 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 41,000 (year 2040), Design Load: HS 20, Features Intersected: OLD TOWN CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.574, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 4, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Good, 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: November 2020
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Structure Number: 21000450412276A, Location: 0.4 MI S US 78 (Lat: 34.291133, Lng: -88.704747), Route carried "on" structure: US 45, Year Built: 1981, Status: Open, Structure Length: 13.48m (44.23ft), Average Daily Traffic: 18,000 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 20,500 (year 2040), Design Load: HS 20, Features Intersected: OLD TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.278, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000450412276A, Location: 0.4 MI S US 78 (Lat: 34.291133, Lng: -88.704747), Route carried "on" structure: US 45, Year Built: 1981, Status: Open, Structure Length: 13.48m (44.23ft), Average Daily Traffic: 18,000 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 20,500 (year 2040), Design Load: HS 20, Features Intersected: OLD TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.278, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000450412276B, Location: 0.4 MI S US 78 (Lat: 34.289917, Lng: -88.705008), Route carried "on" structure: US 45, Year Built: 1981, Status: Open, Structure Length: 13.48m (44.23ft), Average Daily Traffic: 18,000 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 20,500 (year 2040), Design Load: HS 20, Features Intersected: OLD TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.007, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 4, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000450412276B, Location: 0.4 MI S US 78 (Lat: 34.289917, Lng: -88.705008), Route carried "on" structure: US 45, Year Built: 1981, Status: Open, Structure Length: 13.48m (44.23ft), Average Daily Traffic: 18,000 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 20,500 (year 2040), Design Load: HS 20, Features Intersected: OLD TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.007, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 4, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000450412294A, Location: 1.4 MI N US 78 (Lat: 34.315847, Lng: -88.699739), Route carried "on" structure: US 45, Year Built: 1981, Status: Open, Structure Length: 6.78m (22.24ft), Average Daily Traffic: 19,500 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 22,000 (year 2040), Design Load: HS 20, Features Intersected: BARNES CROSSING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.437, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than 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 Cast-file-Place
Structure Number: 21000450412294A, Location: 1.4 MI N US 78 (Lat: 34.315847, Lng: -88.699739), Route carried "on" structure: US 45, Year Built: 1981, Status: Open, Structure Length: 6.78m (22.24ft), Average Daily Traffic: 19,500 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 22,000 (year 2040), Design Load: HS 20, Features Intersected: BARNES CROSSING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.437, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than 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 Cast-file-Place
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Structure Number: 21000450412294B, Location: 1.4 MI N US 78 (Lat: 34.315236, Lng: -88.699383), Route carried "on" structure: US 45, Year Built: 1981, Status: Open, Structure Length: 6.78m (22.24ft), Average Daily Traffic: 19,500 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 22,000 (year 2040), Design Load: HS 20, Features Intersected: BARNES CROSSING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.926, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 4, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than 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 Cast-file-Place
Structure Number: 21000450412294B, Location: 1.4 MI N US 78 (Lat: 34.315236, Lng: -88.699383), Route carried "on" structure: US 45, Year Built: 1981, Status: Open, Structure Length: 6.78m (22.24ft), Average Daily Traffic: 19,500 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 22,000 (year 2040), Design Load: HS 20, Features Intersected: BARNES CROSSING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.926, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 4, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than 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 Cast-file-Place
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Structure Number: 21000780410828A, Location: 2.5 MI E PONTOTOC CL (Lat: 34.314525, Lng: -88.793631), Route carried "on" structure: Interstate 22, Year Built: 1978, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 14,500 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 20,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: BURLINGTON NORTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.921, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000780410828A, Location: 2.5 MI E PONTOTOC CL (Lat: 34.314525, Lng: -88.793631), Route carried "on" structure: Interstate 22, Year Built: 1978, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 14,500 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 20,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: BURLINGTON NORTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.921, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000780410828B, Location: 2.5 MI E PONTOTOC CL (Lat: 34.314297, Lng: -88.794064), Route carried "on" structure: Interstate 22, Year Built: 1978, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 14,500 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 19,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: BURLINGTON NORTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.924, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000780410828B, Location: 2.5 MI E PONTOTOC CL (Lat: 34.314297, Lng: -88.794064), Route carried "on" structure: Interstate 22, Year Built: 1978, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 14,500 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 19,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: BURLINGTON NORTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.924, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000780410831A, Location: 2.8 MI E PONTOTOC CL (Lat: 34.314256, Lng: -88.788594), Route carried "on" structure: Interstate 22, Year Built: 1981, Status: Open, Structure Length: 11.21m (36.78ft), Average Daily Traffic: 14,500 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 20,500 (year 2040), Design Load: HS 20, Features Intersected: SR 178
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.458, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000780410831A, Location: 2.8 MI E PONTOTOC CL (Lat: 34.314256, Lng: -88.788594), Route carried "on" structure: Interstate 22, Year Built: 1981, Status: Open, Structure Length: 11.21m (36.78ft), Average Daily Traffic: 14,500 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 20,500 (year 2040), Design Load: HS 20, Features Intersected: SR 178
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.458, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000780410831B, Location: 2.8 MI E PONTOTOC CL (Lat: 34.314075, Lng: -88.789647), Route carried "on" structure: Interstate 22, Year Built: 1981, Status: Open, Structure Length: 11.21m (36.78ft), Average Daily Traffic: 14,500 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 19,000 (year 2040), Design Load: HS 20, Features Intersected: SR 178
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.331, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000780410831B, Location: 2.8 MI E PONTOTOC CL (Lat: 34.314075, Lng: -88.789647), Route carried "on" structure: Interstate 22, Year Built: 1981, Status: Open, Structure Length: 11.21m (36.78ft), Average Daily Traffic: 14,500 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 19,000 (year 2040), Design Load: HS 20, Features Intersected: SR 178
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.331, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000780410876A, Location: 7.3 MI E PONTOTOC CL (Lat: 34.297586, Lng: -88.711081), Route carried "on" structure: Interstate 22, Year Built: 1981, Status: Open, Structure Length: 25.05m (82.19ft), Average Daily Traffic: 13,500 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 17,000 (year 2040), Design Load: HS 20, Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.913, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 54.9m (180.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000780410876A, Location: 7.3 MI E PONTOTOC CL (Lat: 34.297586, Lng: -88.711081), Route carried "on" structure: Interstate 22, Year Built: 1981, Status: Open, Structure Length: 25.05m (82.19ft), Average Daily Traffic: 13,500 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 17,000 (year 2040), Design Load: HS 20, Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.913, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 54.9m (180.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000780410876B, Location: 7.3 MI E PONTOTOC CL (Lat: 34.297867, Lng: -88.713383), Route carried "on" structure: Interstate 22, Year Built: 1981, Status: Open, Structure Length: 25.07m (82.25ft), Average Daily Traffic: 13,500 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 17,000 (year 2040), Design Load: HS 20, Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.751, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 54.9m (180.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000780410876B, Location: 7.3 MI E PONTOTOC CL (Lat: 34.297867, Lng: -88.713383), Route carried "on" structure: Interstate 22, Year Built: 1981, Status: Open, Structure Length: 25.07m (82.25ft), Average Daily Traffic: 13,500 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 17,000 (year 2040), Design Load: HS 20, Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.751, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 54.9m (180.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000780410879A, Location: 7.6 MI E PONTOTOC CL (Lat: 34.296619, Lng: -88.707722), Route carried "on" structure: Interstate 22, Year Built: 1981, Status: Open, Structure Length: 15.61m (51.21ft), Average Daily Traffic: 13,500 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 17,000 (year 2040), Design Load: HS 20, Features Intersected: SR 145
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.586, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 5, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000780410879A, Location: 7.6 MI E PONTOTOC CL (Lat: 34.296619, Lng: -88.707722), Route carried "on" structure: Interstate 22, Year Built: 1981, Status: Open, Structure Length: 15.61m (51.21ft), Average Daily Traffic: 13,500 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 17,000 (year 2040), Design Load: HS 20, Features Intersected: SR 145
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.586, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 5, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000780410879B, Location: 7.6 MI E PONTOTOC CL (Lat: 34.296839, Lng: -88.709392), Route carried "on" structure: Interstate 22, Year Built: 1981, Status: Open, Structure Length: 15.61m (51.21ft), Average Daily Traffic: 13,500 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 17,000 (year 2040), Design Load: HS 20, Features Intersected: SR 145
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.136, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 5, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000780410879B, Location: 7.6 MI E PONTOTOC CL (Lat: 34.296839, Lng: -88.709392), Route carried "on" structure: Interstate 22, Year Built: 1981, Status: Open, Structure Length: 15.61m (51.21ft), Average Daily Traffic: 13,500 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 17,000 (year 2040), Design Load: HS 20, Features Intersected: SR 145
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.136, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 5, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000780410882A, Location: US 78 OVER US 45 (Lat: 34.294978, Lng: -88.702150), Route carried "on" structure: Interstate 22, Year Built: 1981, Status: Open, Structure Length: 10.56m (34.65ft), Average Daily Traffic: 13,500 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 17,000 (year 2040), Design Load: HS 20, Features Intersected: US 45
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.043, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 64.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000780410882A, Location: US 78 OVER US 45 (Lat: 34.294978, Lng: -88.702150), Route carried "on" structure: Interstate 22, Year Built: 1981, Status: Open, Structure Length: 10.56m (34.65ft), Average Daily Traffic: 13,500 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 17,000 (year 2040), Design Load: HS 20, Features Intersected: US 45
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.043, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 64.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000780410882B, Location: US 78 OVER US 45 (Lat: 34.295061, Lng: -88.703325), Route carried "on" structure: Interstate 22, Year Built: 1981, Status: Open, Structure Length: 10.56m (34.65ft), Average Daily Traffic: 13,500 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 17,000 (year 2040), Design Load: HS 20, Features Intersected: US 45
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.730, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 64.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000780410882B, Location: US 78 OVER US 45 (Lat: 34.295061, Lng: -88.703325), Route carried "on" structure: Interstate 22, Year Built: 1981, Status: Open, Structure Length: 10.56m (34.65ft), Average Daily Traffic: 13,500 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 17,000 (year 2040), Design Load: HS 20, Features Intersected: US 45
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.730, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 64.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000780410886A, Location: 0.4 MI E US 45 (Lat: 34.293297, Lng: -88.696486), Route carried "on" structure: Interstate 22, Year Built: 1981, Status: Open, Structure Length: 9.46m (31.04ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 20,500 (year 2040), Design Load: HS 20, Features Intersected: KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.487, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 53.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000780410886A, Location: 0.4 MI E US 45 (Lat: 34.293297, Lng: -88.696486), Route carried "on" structure: Interstate 22, Year Built: 1981, Status: Open, Structure Length: 9.46m (31.04ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 20,500 (year 2040), Design Load: HS 20, Features Intersected: KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.487, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 53.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000780410886B, Location: 0.4 MI E US 45 (Lat: 34.293342, Lng: -88.697483), Route carried "on" structure: Interstate 22, Year Built: 1981, Status: Open, Structure Length: 9.46m (31.04ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 20,500 (year 2040), Design Load: HS 20, Features Intersected: KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.300, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000780410886B, Location: 0.4 MI E US 45 (Lat: 34.293342, Lng: -88.697483), Route carried "on" structure: Interstate 22, Year Built: 1981, Status: Open, Structure Length: 9.46m (31.04ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 20,500 (year 2040), Design Load: HS 20, Features Intersected: KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.300, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000780410887, Location: 0.5 MI E US 45 (Lat: 34.292806, Lng: -88.695700), Route carried "on" structure: Interstate 22, Year Built: 1983, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 32,000 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 41,000 (year 2040), Design Load: HS 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.475, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: 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: December 2020
Structure Number: 21000780410887, Location: 0.5 MI E US 45 (Lat: 34.292806, Lng: -88.695700), Route carried "on" structure: Interstate 22, Year Built: 1983, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 32,000 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 41,000 (year 2040), Design Load: HS 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.475, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: 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: December 2020
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Structure Number: 21000780410890A, Location: 0.8 MI E US 45 (Lat: 34.291117, Lng: -88.689839), Route carried "on" structure: Interstate 22, Year Built: 1981, Status: Open, Structure Length: 9.21m (30.22ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 20,500 (year 2040), Design Load: HS 20, Features Intersected: MUD CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.829, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 53.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000780410890A, Location: 0.8 MI E US 45 (Lat: 34.291117, Lng: -88.689839), Route carried "on" structure: Interstate 22, Year Built: 1981, Status: Open, Structure Length: 9.21m (30.22ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 20,500 (year 2040), Design Load: HS 20, Features Intersected: MUD CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.829, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 53.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000780410890B, Location: 0.8 MI E US 45 (Lat: 34.291261, Lng: -88.690864), Route carried "on" structure: Interstate 22, Year Built: 1981, Status: Open, Structure Length: 9.21m (30.22ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 20,500 (year 2040), Design Load: HS 20, Features Intersected: MUD CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.951, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000780410890B, Location: 0.8 MI E US 45 (Lat: 34.291261, Lng: -88.690864), Route carried "on" structure: Interstate 22, Year Built: 1981, Status: Open, Structure Length: 9.21m (30.22ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 20,500 (year 2040), Design Load: HS 20, Features Intersected: MUD CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.951, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000780410893A, Location: 1.1 MI E US 45 (Lat: 34.288892, Lng: -88.685147), Route carried "on" structure: Interstate 22, Year Built: 1981, Status: Open, Structure Length: 17.76m (58.27ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 20,500 (year 2040), Design Load: HS 20, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.332, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 10, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 55.0 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, 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: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000780410893A, Location: 1.1 MI E US 45 (Lat: 34.288892, Lng: -88.685147), Route carried "on" structure: Interstate 22, Year Built: 1981, Status: Open, Structure Length: 17.76m (58.27ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 20,500 (year 2040), Design Load: HS 20, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.332, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 10, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 55.0 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, 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: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000780410893B, Location: 1.1 MI E US 45 (Lat: 34.289411, Lng: -88.686739), Route carried "on" structure: Interstate 22, Year Built: 1981, Status: Open, Structure Length: 17.76m (58.27ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 20,500 (year 2040), Design Load: HS 20, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.383, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 10, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 55.0 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, 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: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000780410893B, Location: 1.1 MI E US 45 (Lat: 34.289411, Lng: -88.686739), Route carried "on" structure: Interstate 22, Year Built: 1981, Status: Open, Structure Length: 17.76m (58.27ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 20,500 (year 2040), Design Load: HS 20, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.383, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 10, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 55.0 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, 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: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000780410898A, Location: 1.6 MI E US 45 (Lat: 34.285847, Lng: -88.677836), Route carried "on" structure: Interstate 22, Year Built: 1981, Status: Open, Structure Length: 10.19m (33.43ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 20,500 (year 2040), Design Load: HS 20, Features Intersected: VETERANS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.575, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000780410898A, Location: 1.6 MI E US 45 (Lat: 34.285847, Lng: -88.677836), Route carried "on" structure: Interstate 22, Year Built: 1981, Status: Open, Structure Length: 10.19m (33.43ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 20,500 (year 2040), Design Load: HS 20, Features Intersected: VETERANS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.575, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000780410898B, Location: 1.6 MI E US 45 (Lat: 34.285908, Lng: -88.679025), Route carried "on" structure: Interstate 22, Year Built: 1981, Status: Open, Structure Length: 10.19m (33.43ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 20,500 (year 2040), Design Load: HS 20, Features Intersected: VETERANS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.194, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000780410898B, Location: 1.6 MI E US 45 (Lat: 34.285908, Lng: -88.679025), Route carried "on" structure: Interstate 22, Year Built: 1981, Status: Open, Structure Length: 10.19m (33.43ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 20,500 (year 2040), Design Load: HS 20, Features Intersected: VETERANS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.194, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000780410915, Location: 3.3 MI E US 45 (Lat: 34.279689, Lng: -88.649778), Route carried "on" structure: Interstate 22, Year Built: 1983, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 32,000 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 41,000 (year 2040), Design Load: HS 20, Features Intersected: WEST TULIP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.975, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: 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: December 2020
Structure Number: 21000780410915, Location: 3.3 MI E US 45 (Lat: 34.279689, Lng: -88.649778), Route carried "on" structure: Interstate 22, Year Built: 1983, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 32,000 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 41,000 (year 2040), Design Load: HS 20, Features Intersected: WEST TULIP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.975, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: 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: December 2020
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Structure Number: 21000780410919, Location: 3.7 MI E US 45 (Lat: 34.278078, Lng: -88.642439), Route carried "on" structure: Interstate 22, Year Built: 1983, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 32,000 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 46,000 (year 2040), Design Load: HS 20, Features Intersected: MIDDLE TULIP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.675, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 36.0m (118.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: 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: December 2020
Structure Number: 21000780410919, Location: 3.7 MI E US 45 (Lat: 34.278078, Lng: -88.642439), Route carried "on" structure: Interstate 22, Year Built: 1983, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 32,000 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 46,000 (year 2040), Design Load: HS 20, Features Intersected: MIDDLE TULIP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.675, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 36.0m (118.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: 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: December 2020
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Structure Number: 21000780410924A, Location: 4.2 MI E US 45 (Lat: 34.275733, Lng: -88.633975), Route carried "on" structure: Interstate 22, Year Built: 1981, Status: Open, Structure Length: 5.56m (18.24ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 23,000 (year 2040), Design Load: HS 20, Features Intersected: TULIP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.380, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000780410924A, Location: 4.2 MI E US 45 (Lat: 34.275733, Lng: -88.633975), Route carried "on" structure: Interstate 22, Year Built: 1981, Status: Open, Structure Length: 5.56m (18.24ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 23,000 (year 2040), Design Load: HS 20, Features Intersected: TULIP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.380, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000780410924B, Location: 4.2 MI E US 45 (Lat: 34.275742, Lng: -88.634767), Route carried "on" structure: Interstate 22, Year Built: 1981, Status: Open, Structure Length: 5.56m (18.24ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 23,000 (year 2040), Design Load: HS 20, Features Intersected: TULIP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.426, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000780410924B, Location: 4.2 MI E US 45 (Lat: 34.275742, Lng: -88.634767), Route carried "on" structure: Interstate 22, Year Built: 1981, Status: Open, Structure Length: 5.56m (18.24ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 23,000 (year 2040), Design Load: HS 20, Features Intersected: TULIP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.426, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.6m (51.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000060411217A, Location: 0.5 MI E NATCHEZ TRACE (Lat: 34.212125, Lng: -88.771383), Route carried "on" structure: State highway 6, Year Built: 2015, Status: Open, Structure Length: 13.48m (44.23ft), Average Daily Traffic: 6,000 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 7,500 (year 2040), Design Load: HS 20, Features Intersected: COONEWAH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.022, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 27, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 70.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000060411217A, Location: 0.5 MI E NATCHEZ TRACE (Lat: 34.212125, Lng: -88.771383), Route carried "on" structure: State highway 6, Year Built: 2015, Status: Open, Structure Length: 13.48m (44.23ft), Average Daily Traffic: 6,000 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 7,500 (year 2040), Design Load: HS 20, Features Intersected: COONEWAH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.022, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 27, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 70.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000060411217B, Location: 0.5 MI E NATCHEZ TRACE (Lat: 34.212075, Lng: -88.772811), Route carried "on" structure: State highway 6, Year Built: 2015, Status: Open, Structure Length: 13.49m (44.26ft), Average Daily Traffic: 6,000 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 7,500 (year 2040), Design Load: HS 20, Features Intersected: COONEWAH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.925, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 27, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 33.6m (110.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 70.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000060411217B, Location: 0.5 MI E NATCHEZ TRACE (Lat: 34.212075, Lng: -88.772811), Route carried "on" structure: State highway 6, Year Built: 2015, Status: Open, Structure Length: 13.49m (44.26ft), Average Daily Traffic: 6,000 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 7,500 (year 2040), Design Load: HS 20, Features Intersected: COONEWAH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.925, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 27, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 33.6m (110.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 70.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place