Bridge Statistics for Booneville, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 75Number of bridges
- 1,027ft / 313mTotal length
- $417,347,000Total costs
- 224,105Total average daily traffic
- 26,083Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Booneville
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 21950-1959
- 61960-1969
- 31970-1979
- 101980-1989
- 251990-1999
- 122000-2009
- 162010-2019
- Bridge Condition - Deck
- 43.4%Very good
- 47.2%Good
- 5.7%Satisfactory
- 3.8%Fair
- Bridge Condition - Superstructure
- 1.9%Excellent
- 64.2%Very good
- 18.9%Good
- 11.3%Satisfactory
- 3.8%Fair
- Bridge Condition - Substructure
- 47.2%Very good
- 35.8%Good
- 5.7%Satisfactory
- 5.7%Fair
- 5.7%Poor
- Bridge Condition - Channel
- 1.8%Excellent
- 36.4%Very good
- 36.4%Good
- 16.4%Satisfactory
- 7.3%Fair
- 1.8%Poor
- Bridge Condition - Culverts
- 27.3%Very good
- 54.5%Good
- 9.1%Satisfactory
- 9.1%Fair
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Structure Number: SA590000000003, Location: SEC 1 T 5S R 6E B (Lat: 34.679944, Lng: -88.630750), Route carried "on" structure: County highway 455, Year Built: 1997, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 325 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 488 (year 2035), Design Load: HS 20, Features Intersected: OSBORNE CREEK, Facility Carried by Structure: CR 7100
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.379, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA590000000003, Location: SEC 1 T 5S R 6E B (Lat: 34.679944, Lng: -88.630750), Route carried "on" structure: County highway 455, Year Built: 1997, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 325 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 488 (year 2035), Design Load: HS 20, Features Intersected: OSBORNE CREEK, Facility Carried by Structure: CR 7100
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.379, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA5900000000034, Location: SEC 10 T 5S R 6E (Lat: 34.659333, Lng: -88.648417), Route carried "on" structure: County highway 249, Year Built: 1984, Status: Posted for load, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 60 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 90 (year 2036), Design Load: H 10, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: CR 7040
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $269,000 ( Estimate for 2017), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: SA5900000000034, Location: SEC 10 T 5S R 6E (Lat: 34.659333, Lng: -88.648417), Route carried "on" structure: County highway 249, Year Built: 1984, Status: Posted for load, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 60 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 90 (year 2036), Design Load: H 10, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: CR 7040
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $269,000 ( Estimate for 2017), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: SA5900000000035, Location: SEC 12 T 5S R 6E (Lat: 34.661750, Lng: -88.621567), Route carried "on" structure: County highway 247, Year Built: 2001, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 90 (year 2016), Average Future Daily Traffic: 135 (year 2036), Design Load: HS 20, Features Intersected: OSBORNE CREEK, Facility Carried by Structure: COUNTY ROAD 7030
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.735, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA5900000000035, Location: SEC 12 T 5S R 6E (Lat: 34.661750, Lng: -88.621567), Route carried "on" structure: County highway 247, Year Built: 2001, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 90 (year 2016), Average Future Daily Traffic: 135 (year 2036), Design Load: HS 20, Features Intersected: OSBORNE CREEK, Facility Carried by Structure: COUNTY ROAD 7030
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.735, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA5900000000036, Location: SEC 15 T 5S R 6E B (Lat: 34.640556, Lng: -88.650556), Route carried "on" structure: County highway 331, Year Built: 1960, Status: Posted for load, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 510 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 765 (year 2035), Design Load: H 15, Features Intersected: WOLF CREEK, Facility Carried by Structure: CR 7200
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 31.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 18.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $25,000, Total Project Cost: $314,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: SA5900000000036, Location: SEC 15 T 5S R 6E B (Lat: 34.640556, Lng: -88.650556), Route carried "on" structure: County highway 331, Year Built: 1960, Status: Posted for load, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 510 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 765 (year 2035), Design Load: H 15, Features Intersected: WOLF CREEK, Facility Carried by Structure: CR 7200
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 31.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 18.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $25,000, Total Project Cost: $314,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: SA5900000000041, Location: SEC 26 T 5S R 6E B (Lat: 34.619778, Lng: -88.632192), Route carried "on" structure: County highway 950, Year Built: 2007, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 100 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 150 (year 2035), Design Load: HS 20, Features Intersected: WOLF CREEK, Facility Carried by Structure: CR 7301
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.690, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 52.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: SA5900000000041, Location: SEC 26 T 5S R 6E B (Lat: 34.619778, Lng: -88.632192), Route carried "on" structure: County highway 950, Year Built: 2007, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 100 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 150 (year 2035), Design Load: HS 20, Features Intersected: WOLF CREEK, Facility Carried by Structure: CR 7301
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.690, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 52.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: SA5900000000042, Location: SEC 26 T 5S R 6E B (Lat: 34.620833, Lng: -88.633833), Route carried "on" structure: County highway 950, Year Built: 2007, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 100 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 100 (year 2035), Design Load: HS 20, Features Intersected: WOLF CREEK, Facility Carried by Structure: CR 7301
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.851, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 60.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA5900000000042, Location: SEC 26 T 5S R 6E B (Lat: 34.620833, Lng: -88.633833), Route carried "on" structure: County highway 950, Year Built: 2007, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 100 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 100 (year 2035), Design Load: HS 20, Features Intersected: WOLF CREEK, Facility Carried by Structure: CR 7301
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.851, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 60.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA5900000000044, Location: SEC 35 T 5S R 6E B (Lat: 34.610997, Lng: -88.630975), Route carried "on" structure: County highway 257, Year Built: 1982, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 300 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 450 (year 2036), Design Load: HS 15, Features Intersected: LITTLE WOLF CREEK, Facility Carried by Structure: CR 7411
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.057, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $291,000, Roadway Improvement Cost: $29,000, Total Project Cost: $358,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA5900000000044, Location: SEC 35 T 5S R 6E B (Lat: 34.610997, Lng: -88.630975), Route carried "on" structure: County highway 257, Year Built: 1982, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 300 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 450 (year 2036), Design Load: HS 15, Features Intersected: LITTLE WOLF CREEK, Facility Carried by Structure: CR 7411
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.057, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $291,000, Roadway Improvement Cost: $29,000, Total Project Cost: $358,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA5900000000045, Location: SEC 35 T 5S R 6E B (Lat: 34.610819, Lng: -88.633378), Route carried "on" structure: County highway 275, Year Built: 1984, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 300 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 450 (year 2036), Design Load: HS 15, Features Intersected: LITTLE WOLF CREEK, Facility Carried by Structure: COUNTY ROAD 7411
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.379, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 49.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $291,000, Roadway Improvement Cost: $29,000, Total Project Cost: $358,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA5900000000045, Location: SEC 35 T 5S R 6E B (Lat: 34.610819, Lng: -88.633378), Route carried "on" structure: County highway 275, Year Built: 1984, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 300 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 450 (year 2036), Design Load: HS 15, Features Intersected: LITTLE WOLF CREEK, Facility Carried by Structure: COUNTY ROAD 7411
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.379, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 49.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $291,000, Roadway Improvement Cost: $29,000, Total Project Cost: $358,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA5900000000046, Location: SEC 35 T 5S R 6E B (Lat: 34.598050, Lng: -88.638883), Route carried "on" structure: County highway 258, Year Built: 1985, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 260 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 390 (year 2036), Design Load: H 15, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: COUNTY ROAD 7411
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 60.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $126,000, Roadway Improvement Cost: $13,000, Total Project Cost: $156,000 ( Estimate for 2017), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA5900000000046, Location: SEC 35 T 5S R 6E B (Lat: 34.598050, Lng: -88.638883), Route carried "on" structure: County highway 258, Year Built: 1985, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 260 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 390 (year 2036), Design Load: H 15, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: COUNTY ROAD 7411
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 60.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $126,000, Roadway Improvement Cost: $13,000, Total Project Cost: $156,000 ( Estimate for 2017), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA5900000000048, Location: SEC 3 T 5S R 7E (Lat: 34.672450, Lng: -88.560425), Route carried "on" structure: County highway 202, Year Built: 1983, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,500 (year 2015), Average Future Daily Traffic: 2,150 (year 2035), Design Load: HS 15, Features Intersected: TUSCUMBIA CREEK, Facility Carried by Structure: N. COLLEGE ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.9m (22.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 19.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $103,000, Roadway Improvement Cost: $10,000, Total Project Cost: $127,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA5900000000048, Location: SEC 3 T 5S R 7E (Lat: 34.672450, Lng: -88.560425), Route carried "on" structure: County highway 202, Year Built: 1983, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,500 (year 2015), Average Future Daily Traffic: 2,150 (year 2035), Design Load: HS 15, Features Intersected: TUSCUMBIA CREEK, Facility Carried by Structure: N. COLLEGE ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.9m (22.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 19.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $103,000, Roadway Improvement Cost: $10,000, Total Project Cost: $127,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA5900000000049, Location: SEC 3 T 5S R 7E (Lat: 34.671717, Lng: -88.551200), Route carried "on" structure: County highway 903, Year Built: 1982, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,200 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 1,800 (year 2036), Design Load: HS 15, Features Intersected: TUSCUMBIA RIVER, Facility Carried by Structure: INDUSTRIAL PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 46.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $103,000, Roadway Improvement Cost: $10,000, Total Project Cost: $127,000 ( Estimate for 2017)
Structure Number: SA5900000000049, Location: SEC 3 T 5S R 7E (Lat: 34.671717, Lng: -88.551200), Route carried "on" structure: County highway 903, Year Built: 1982, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,200 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 1,800 (year 2036), Design Load: HS 15, Features Intersected: TUSCUMBIA RIVER, Facility Carried by Structure: INDUSTRIAL PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 46.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $103,000, Roadway Improvement Cost: $10,000, Total Project Cost: $127,000 ( Estimate for 2017)
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Structure Number: SA590000000005, Location: SEC 9 T 5S R 7E (Lat: 34.654233, Lng: -88.562639), Route carried "on" structure: Business City street 323, Year Built: 1959, Status: Posted for load, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 2,200 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 3,300 (year 2036), Design Load: H 15, Features Intersected: KCS RAILROAD, Facility Carried by Structure: MARKET STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Operating Rating: 33.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $269,000 ( Estimate for 2017), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA590000000005, Location: SEC 9 T 5S R 7E (Lat: 34.654233, Lng: -88.562639), Route carried "on" structure: Business City street 323, Year Built: 1959, Status: Posted for load, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 2,200 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 3,300 (year 2036), Design Load: H 15, Features Intersected: KCS RAILROAD, Facility Carried by Structure: MARKET STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Operating Rating: 33.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $269,000 ( Estimate for 2017), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA5900000000052, Location: SEC 19 T 5S R 7E B (Lat: 34.639722, Lng: -88.611500), Route carried "on" structure: County highway 951, Year Built: 1993, Status: Open, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 2,400 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 3,600 (year 2035), Design Load: HS 20, Features Intersected: OSBORNE CREEK, Facility Carried by Structure: CR 7000
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA5900000000052, Location: SEC 19 T 5S R 7E B (Lat: 34.639722, Lng: -88.611500), Route carried "on" structure: County highway 951, Year Built: 1993, Status: Open, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 2,400 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 3,600 (year 2035), Design Load: HS 20, Features Intersected: OSBORNE CREEK, Facility Carried by Structure: CR 7000
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA5900000000053, Location: SEC 29 T 5S R 7E (Lat: 34.623956, Lng: -88.577614), Route carried "on" structure: County highway 183, Year Built: 1999, Status: Open, Structure Length: 2.11m (6.92ft), Average Daily Traffic: 260 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 410 (year 2035), Design Load: HS 20, Features Intersected: BOYER CREEK, Facility Carried by Structure: CR 5008
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA5900000000053, Location: SEC 29 T 5S R 7E (Lat: 34.623956, Lng: -88.577614), Route carried "on" structure: County highway 183, Year Built: 1999, Status: Open, Structure Length: 2.11m (6.92ft), Average Daily Traffic: 260 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 410 (year 2035), Design Load: HS 20, Features Intersected: BOYER CREEK, Facility Carried by Structure: CR 5008
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA5900000000054, Location: SEC 30 T 5S R 7E (Lat: 34.613706, Lng: -88.594253), Route carried "on" structure: County highway 387, Year Built: 1995, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 120 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 180 (year 2036), Design Load: HS 20, Features Intersected: BOYER CREEK, Facility Carried by Structure: COUNTY ROAD 5011
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA5900000000054, Location: SEC 30 T 5S R 7E (Lat: 34.613706, Lng: -88.594253), Route carried "on" structure: County highway 387, Year Built: 1995, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 120 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 180 (year 2036), Design Load: HS 20, Features Intersected: BOYER CREEK, Facility Carried by Structure: COUNTY ROAD 5011
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA5900000000056, Location: SEC 34 T 5S R 7E (Lat: 34.609928, Lng: -88.549094), Route carried "on" structure: County highway 186, Year Built: 2001, Status: Open, Structure Length: 2.46m (8.07ft), Average Daily Traffic: 80 (year 2016), Average Future Daily Traffic: 120 (year 2036), Design Load: HS 20, Features Intersected: HURRICANE CREEK, Facility Carried by Structure: COUNTY ROAD 5061
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.574, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA5900000000056, Location: SEC 34 T 5S R 7E (Lat: 34.609928, Lng: -88.549094), Route carried "on" structure: County highway 186, Year Built: 2001, Status: Open, Structure Length: 2.46m (8.07ft), Average Daily Traffic: 80 (year 2016), Average Future Daily Traffic: 120 (year 2036), Design Load: HS 20, Features Intersected: HURRICANE CREEK, Facility Carried by Structure: COUNTY ROAD 5061
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.574, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA590000000006, Location: SEC 17 T 5S R 8E (Lat: 34.642806, Lng: -88.478750), Route carried "on" structure: County highway 115, Year Built: 1999, Status: Open, Structure Length: 2.82m (9.25ft), Average Daily Traffic: 80 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 120 (year 2035), Design Load: HS 20, Features Intersected: MARTIN CREEK, Facility Carried by Structure: CR 2040
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA590000000006, Location: SEC 17 T 5S R 8E (Lat: 34.642806, Lng: -88.478750), Route carried "on" structure: County highway 115, Year Built: 1999, Status: Open, Structure Length: 2.82m (9.25ft), Average Daily Traffic: 80 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 120 (year 2035), Design Load: HS 20, Features Intersected: MARTIN CREEK, Facility Carried by Structure: CR 2040
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA5900000000073, Location: SEC 1 T 6S R 6E B (Lat: 34.589833, Lng: -88.612361), Route carried "on" structure: County highway 178, Year Built: 1981, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 500 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 750 (year 2035), Design Load: HS 15, Features Intersected: OSBORNE CREEK, Facility Carried by Structure: CR 5001
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.126, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $437,000, Roadway Improvement Cost: $44,000, Total Project Cost: $539,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA5900000000073, Location: SEC 1 T 6S R 6E B (Lat: 34.589833, Lng: -88.612361), Route carried "on" structure: County highway 178, Year Built: 1981, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 500 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 750 (year 2035), Design Load: HS 15, Features Intersected: OSBORNE CREEK, Facility Carried by Structure: CR 5001
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.126, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $437,000, Roadway Improvement Cost: $44,000, Total Project Cost: $539,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA5900000000074, Location: SEC 2 T 6S R 6E B (Lat: 34.585300, Lng: -88.631800), Route carried "on" structure: County highway 259, Year Built: 1968, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 300 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 450 (year 2036), Design Load: H 15, Features Intersected: TWENTYMILE CREEK, Facility Carried by Structure: COUNTY ROAD 7450
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.804, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 37.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $291,000, Roadway Improvement Cost: $29,000, Total Project Cost: $358,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA5900000000074, Location: SEC 2 T 6S R 6E B (Lat: 34.585300, Lng: -88.631800), Route carried "on" structure: County highway 259, Year Built: 1968, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 300 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 450 (year 2036), Design Load: H 15, Features Intersected: TWENTYMILE CREEK, Facility Carried by Structure: COUNTY ROAD 7450
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.804, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 37.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $291,000, Roadway Improvement Cost: $29,000, Total Project Cost: $358,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA590000000014, Location: SEC 5 T 5S R 8E (Lat: 34.668806, Lng: -88.482222), Route carried "on" structure: County highway 113, Year Built: 2000, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 80 (year 2016), Average Future Daily Traffic: 120 (year 2036), Design Load: HS 20, Features Intersected: MARTIN CREEK, Facility Carried by Structure: COUNTY ROAD 1221
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA590000000014, Location: SEC 5 T 5S R 8E (Lat: 34.668806, Lng: -88.482222), Route carried "on" structure: County highway 113, Year Built: 2000, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 80 (year 2016), Average Future Daily Traffic: 120 (year 2036), Design Load: HS 20, Features Intersected: MARTIN CREEK, Facility Carried by Structure: COUNTY ROAD 1221
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA590000000015, Location: SEC 11 T 5S R 7E (Lat: 34.669047, Lng: -88.529008), Route carried "on" structure: City street 1211, Year Built: 2000, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 120 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 180 (year 2036), Design Load: HS 20, Features Intersected: MILE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.800, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: SA590000000015, Location: SEC 11 T 5S R 7E (Lat: 34.669047, Lng: -88.529008), Route carried "on" structure: City street 1211, Year Built: 2000, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 120 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 180 (year 2036), Design Load: HS 20, Features Intersected: MILE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 120.800, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: SA590000000A055, Location: SEC 34 T 5S R 7E (Lat: 34.603425, Lng: -88.542550), Route carried "on" structure: County highway 5040, Year Built: 2017, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 60 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 90 (year 2035), Design Load: HS 20+Mod, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.804, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Very good, Culverts: Good, Inventory Rating: 62.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: SA590000000A055, Location: SEC 34 T 5S R 7E (Lat: 34.603425, Lng: -88.542550), Route carried "on" structure: County highway 5040, Year Built: 2017, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 60 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 90 (year 2035), Design Load: HS 20+Mod, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.804, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Very good, Culverts: Good, Inventory Rating: 62.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 31000040591355, Location: SR 4 OVER US 45 (Lat: 34.683250, Lng: -88.592361), Route carried "under" structure: US 45, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 4,550 (year 2017), Truck Traffic: 8%, Features Intersected: US 45, Facility Carried by Structure: SR 4
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 8.922, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: 31000040591355, Location: SR 4 OVER US 45 (Lat: 34.683250, Lng: -88.592361), Route carried "under" structure: US 45, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 4,550 (year 2017), Truck Traffic: 8%, Features Intersected: US 45, Facility Carried by Structure: SR 4
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 8.922, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
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Structure Number: 31000040591355, Location: SR 4 OVER US 45 (Lat: 34.683250, Lng: -88.592050), Route carried "under" structure: US 45, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 4,550 (year 2017), Truck Traffic: 8%, Features Intersected: US 45, Facility Carried by Structure: SR 4
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 20.921, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: 31000040591355, Location: SR 4 OVER US 45 (Lat: 34.683250, Lng: -88.592050), Route carried "under" structure: US 45, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 4,550 (year 2017), Truck Traffic: 8%, Features Intersected: US 45, Facility Carried by Structure: SR 4
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 20.921, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
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Structure Number: 31000040591428, Location: SR 4 OVER SR 30 (Lat: 34.627631, Lng: -88.520639), Route carried "under" structure: State highway 30, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 3,000 (year 2017), Truck Traffic: 8%, Features Intersected: SR 30, Facility Carried by Structure: SR 4
Minimum Vertical Clearance: 7.83m (25.69ft), Kilometerpoint: 19.277, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)
Structure Number: 31000040591428, Location: SR 4 OVER SR 30 (Lat: 34.627631, Lng: -88.520639), Route carried "under" structure: State highway 30, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 3,000 (year 2017), Truck Traffic: 8%, Features Intersected: SR 30, Facility Carried by Structure: SR 4
Minimum Vertical Clearance: 7.83m (25.69ft), Kilometerpoint: 19.277, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)
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Structure Number: 31000300590643A, Location: SR 30E OVER US 45 (Lat: 34.628919, Lng: -88.603131), Route carried "under" structure: US 45, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 6,500 (year 2017), Truck Traffic: 8%, Features Intersected: US 45, Facility Carried by Structure: SR 30
Minimum Vertical Clearance: 6.22m (20.41ft), Kilometerpoint: 14.550, Lanes on structure: 1, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 31000300590643A, Location: SR 30E OVER US 45 (Lat: 34.628919, Lng: -88.603131), Route carried "under" structure: US 45, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 6,500 (year 2017), Truck Traffic: 8%, Features Intersected: US 45, Facility Carried by Structure: SR 30
Minimum Vertical Clearance: 6.22m (20.41ft), Kilometerpoint: 14.550, Lanes on structure: 1, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 31000300590643A, Location: SR 30E OVER US 45 (Lat: 34.628961, Lng: -88.603419), Route carried "under" structure: US 45, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 6,500 (year 2017), Truck Traffic: 8%, Features Intersected: US 45, Facility Carried by Structure: SR 30
Minimum Vertical Clearance: 6.61m (21.69ft), Kilometerpoint: 15.287, Lanes on structure: 1, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 31000300590643A, Location: SR 30E OVER US 45 (Lat: 34.628961, Lng: -88.603419), Route carried "under" structure: US 45, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 6,500 (year 2017), Truck Traffic: 8%, Features Intersected: US 45, Facility Carried by Structure: SR 30
Minimum Vertical Clearance: 6.61m (21.69ft), Kilometerpoint: 15.287, Lanes on structure: 1, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 31000300590643B, Location: SR 30E OVER US 45 (Lat: 34.628708, Lng: -88.603931), Route carried "under" structure: US 45, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 6,500 (year 2017), Truck Traffic: 8%, Features Intersected: US 45, Facility Carried by Structure: SR 30
Minimum Vertical Clearance: 6.89m (22.60ft), Kilometerpoint: 10.607, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 31000300590643B, Location: SR 30E OVER US 45 (Lat: 34.628708, Lng: -88.603931), Route carried "under" structure: US 45, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 6,500 (year 2017), Truck Traffic: 8%, Features Intersected: US 45, Facility Carried by Structure: SR 30
Minimum Vertical Clearance: 6.89m (22.60ft), Kilometerpoint: 10.607, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 31000300590643B, Location: SR 30E OVER US 45 (Lat: 34.628708, Lng: -88.603931), Route carried "under" structure: US 45, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 6,500 (year 2017), Truck Traffic: 8%, Features Intersected: US 45, Facility Carried by Structure: SR 30
Minimum Vertical Clearance: 6.49m (21.29ft), Kilometerpoint: 10.607, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 31000300590643B, Location: SR 30E OVER US 45 (Lat: 34.628708, Lng: -88.603931), Route carried "under" structure: US 45, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 6,500 (year 2017), Truck Traffic: 8%, Features Intersected: US 45, Facility Carried by Structure: SR 30
Minimum Vertical Clearance: 6.49m (21.29ft), Kilometerpoint: 10.607, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 31001450592525, Location: SR 145 OVER SR 30 (Lat: 34.625600, Lng: -88.590031), Route carried "under" structure: State highway 30, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2017), Truck Traffic: 8%, Features Intersected: SR 30, Facility Carried by Structure: SR 145
Minimum Vertical Clearance: 6.19m (20.31ft), Kilometerpoint: 11.941, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 31001450592525, Location: SR 145 OVER SR 30 (Lat: 34.625600, Lng: -88.590031), Route carried "under" structure: State highway 30, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2017), Truck Traffic: 8%, Features Intersected: SR 30, Facility Carried by Structure: SR 145
Minimum Vertical Clearance: 6.19m (20.31ft), Kilometerpoint: 11.941, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
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Structure Number: 31001450592525, Location: SR 145 OVER SR 30 (Lat: 34.625881, Lng: -88.589769), Route carried "under" structure: State highway 30, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2017), Truck Traffic: 8%, Features Intersected: SR 30, Facility Carried by Structure: SR 145
Minimum Vertical Clearance: 6.16m (20.21ft), Kilometerpoint: 0.369, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 31001450592525, Location: SR 145 OVER SR 30 (Lat: 34.625881, Lng: -88.589769), Route carried "under" structure: State highway 30, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2017), Truck Traffic: 8%, Features Intersected: SR 30, Facility Carried by Structure: SR 145
Minimum Vertical Clearance: 6.16m (20.21ft), Kilometerpoint: 0.369, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
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Structure Number: 41000450592563, Location: 0.7 MI S SR 4 (Lat: 34.674189, Lng: -88.596619), Route carried "under" structure: US 45, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 4,550 (year 2017), Truck Traffic: 8%, Features Intersected: US 45, Facility Carried by Structure: NINTH STREET
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 10.002, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
Structure Number: 41000450592563, Location: 0.7 MI S SR 4 (Lat: 34.674189, Lng: -88.596619), Route carried "under" structure: US 45, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 4,550 (year 2017), Truck Traffic: 8%, Features Intersected: US 45, Facility Carried by Structure: NINTH STREET
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 10.002, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
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Structure Number: 41000450592563, Location: 0.7 MI S SR 4 (Lat: 34.674089, Lng: -88.596350), Route carried "under" structure: US 45, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 4,550 (year 2017), Truck Traffic: 8%, Features Intersected: US 45, Facility Carried by Structure: NINTH STREET
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 19.829, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
Structure Number: 41000450592563, Location: 0.7 MI S SR 4 (Lat: 34.674089, Lng: -88.596350), Route carried "under" structure: US 45, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 4,550 (year 2017), Truck Traffic: 8%, Features Intersected: US 45, Facility Carried by Structure: NINTH STREET
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 19.829, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)