Bridge Statistics for Vernon, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 26Number of bridges
- 315ft / 95.8mTotal length
- $31,464,000Total costs
- 36,145Total average daily traffic
- 2,674Total average daily truck traffic
- 49,886Total future (year 2013) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Vernon
- No street view available for this location
- New bridges - historical statistics
- 31920-1929
- 21930-1939
- 71950-1959
- 11960-1969
- 31970-1979
- 51980-1989
- 42000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 11980-1989
- Bridge Condition - Deck
- 12.5%Very good
- 62.5%Good
- 6.3%Satisfactory
- 6.3%Fair
- 12.5%Poor
- Bridge Condition - Superstructure
- 18.8%Very good
- 56.3%Good
- 6.3%Satisfactory
- 18.8%Fair
- Bridge Condition - Substructure
- 6.3%Very good
- 43.8%Good
- 25.0%Satisfactory
- 6.3%Fair
- 18.8%Serious
- Bridge Condition - Channel
- 7.7%Very good
- 50.0%Good
- 26.9%Satisfactory
- 7.7%Fair
- 7.7%Poor
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 487, Location: OLD HWY 18 EAST OF VERNON (Lat: 32.758333, Lng: -88.105000), Route carried "on" structure: City street , Year Built: 1928, Status: Closed, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 947 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 1,420 (year 2013), Design Load: H 10, Features Intersected: YELLOW CK RELIEF, Facility Carried by Structure: FIRST AVENUE EAST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.299, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Serious, Channel: Poor, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum 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: 6.77m (22.21ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: May 1993, Underwater Inspection Date: May 1993, Other Special Inspection Date: May 1993, Bridge Improvement Cost: $1,114,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,225,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 487, Location: OLD HWY 18 EAST OF VERNON (Lat: 32.758333, Lng: -88.105000), Route carried "on" structure: City street , Year Built: 1928, Status: Closed, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 947 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 1,420 (year 2013), Design Load: H 10, Features Intersected: YELLOW CK RELIEF, Facility Carried by Structure: FIRST AVENUE EAST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.299, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Serious, Channel: Poor, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum 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: 6.77m (22.21ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: May 1993, Underwater Inspection Date: May 1993, Other Special Inspection Date: May 1993, Bridge Improvement Cost: $1,114,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,225,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 488, Location: OLD HWY 18 EAST OF VERNON (Lat: 33.755000, Lng: -88.103333), Route carried "on" structure: City street , Year Built: 1928, Status: Closed, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 947 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 1,420 (year 2013), Design Load: H 10, Features Intersected: YELLOW CREEK, Facility Carried by Structure: FIRST AVENUE EAST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Serious, Channel: Poor, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 5.69m (18.67ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: May 1993, Underwater Inspection Date: May 1993, Other Special Inspection Date: May 1993, Bridge Improvement Cost: $859,000, Roadway Improvement Cost: $86,000, Total Project Cost: $945,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 488, Location: OLD HWY 18 EAST OF VERNON (Lat: 33.755000, Lng: -88.103333), Route carried "on" structure: City street , Year Built: 1928, Status: Closed, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 947 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 1,420 (year 2013), Design Load: H 10, Features Intersected: YELLOW CREEK, Facility Carried by Structure: FIRST AVENUE EAST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Serious, Channel: Poor, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 5.69m (18.67ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: May 1993, Underwater Inspection Date: May 1993, Other Special Inspection Date: May 1993, Bridge Improvement Cost: $859,000, Roadway Improvement Cost: $86,000, Total Project Cost: $945,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 489, Location: OLD HWY 18 EAST OF VERNON (Lat: 33.754997, Lng: -88.101553), Route carried "on" structure: City street , Year Built: 1928, Status: Closed, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 947 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 1,420 (year 2013), Design Load: H 10, Features Intersected: YELLOW CREEK RELIEF, Facility Carried by Structure: FIRST AVENUE EAST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.599, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Satisfactory, Waterway Adequacy: Equal to present minimum 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: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: April 1993, Underwater Inspection Date: January 2000, Other Special Inspection Date: April 1993, Bridge Improvement Cost: $251,000, Roadway Improvement Cost: $25,000, Total Project Cost: $276,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 489, Location: OLD HWY 18 EAST OF VERNON (Lat: 33.754997, Lng: -88.101553), Route carried "on" structure: City street , Year Built: 1928, Status: Closed, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 947 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 1,420 (year 2013), Design Load: H 10, Features Intersected: YELLOW CREEK RELIEF, Facility Carried by Structure: FIRST AVENUE EAST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.599, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Satisfactory, Waterway Adequacy: Equal to present minimum 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: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: April 1993, Underwater Inspection Date: January 2000, Other Special Inspection Date: April 1993, Bridge Improvement Cost: $251,000, Roadway Improvement Cost: $25,000, Total Project Cost: $276,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1957, Location: 1.0 MI W OF JCT AL 17 (Lat: 33.750583, Lng: -88.126617), Route carried "on" structure: State highway 18, Year Built: 1939, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5,046 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 8,114 (year 2040), Design Load: H 15, Features Intersected: Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.164, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $233,000, Roadway Improvement Cost: $23,000, Total Project Cost: $256,000 ( Estimate for 2022)
Structure Number: 1957, Location: 1.0 MI W OF JCT AL 17 (Lat: 33.750583, Lng: -88.126617), Route carried "on" structure: State highway 18, Year Built: 1939, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5,046 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 8,114 (year 2040), Design Load: H 15, Features Intersected: Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.164, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $233,000, Roadway Improvement Cost: $23,000, Total Project Cost: $256,000 ( Estimate for 2022)
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Structure Number: 3593, Location: VERNON (Lat: 33.741825, Lng: -88.123603), Route carried "on" structure: County highway 9, Year Built: 1950, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 1,920 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 2,853 (year 2036), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 34.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.29m (4.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $290,000, Roadway Improvement Cost: $29,000, Total Project Cost: $319,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3593, Location: VERNON (Lat: 33.741825, Lng: -88.123603), Route carried "on" structure: County highway 9, Year Built: 1950, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 1,920 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 2,853 (year 2036), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 34.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.29m (4.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $290,000, Roadway Improvement Cost: $29,000, Total Project Cost: $319,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3594, Location: .1 MI. S.W. VERNON (Lat: 33.737133, Lng: -88.137378), Route carried "on" structure: County highway 9, Year Built: 1950, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,000 (year 2016), Truck Traffic: 55%, Average Future Daily Traffic: 1,486 (year 2036), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $293,000, Roadway Improvement Cost: $29,000, Total Project Cost: $322,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3594, Location: .1 MI. S.W. VERNON (Lat: 33.737133, Lng: -88.137378), Route carried "on" structure: County highway 9, Year Built: 1950, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,000 (year 2016), Truck Traffic: 55%, Average Future Daily Traffic: 1,486 (year 2036), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $293,000, Roadway Improvement Cost: $29,000, Total Project Cost: $322,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3595, Location: 6 MI. S.W. VERNON (Lat: 33.694522, Lng: -88.170831), Route carried "on" structure: County highway 9, Year Built: 1950, Year Reconstructed: 1992, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 510 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 758 (year 2036), Design Load: HS 20, Features Intersected: YELLOW CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, 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: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.11m (16.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $946,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,041,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 3595, Location: 6 MI. S.W. VERNON (Lat: 33.694522, Lng: -88.170831), Route carried "on" structure: County highway 9, Year Built: 1950, Year Reconstructed: 1992, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 510 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 758 (year 2036), Design Load: HS 20, Features Intersected: YELLOW CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, 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: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.11m (16.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $946,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,041,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 4255, Location: 2.8 MI. N. ALA. 18 (Lat: 33.783308, Lng: -88.074175), Route carried "on" structure: County highway 9, Year Built: 1952, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 120 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 178 (year 2036), Design Load: H 20, Features Intersected: REEDY CREEK, Facility Carried by Structure: YELLOW CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 46.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $318,000, Roadway Improvement Cost: $32,000, Total Project Cost: $350,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4255, Location: 2.8 MI. N. ALA. 18 (Lat: 33.783308, Lng: -88.074175), Route carried "on" structure: County highway 9, Year Built: 1952, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 120 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 178 (year 2036), Design Load: H 20, Features Intersected: REEDY CREEK, Facility Carried by Structure: YELLOW CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 46.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $318,000, Roadway Improvement Cost: $32,000, Total Project Cost: $350,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4256, Location: 0.8 MI. N.W. FELLOWSHIP (Lat: 33.785311, Lng: -88.056292), Route carried "on" structure: County highway 9, Year Built: 1952, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 160 (year 1995), Truck Traffic: 1%, Average Future Daily Traffic: 160 (year 2032), Design Load: H 15, Features Intersected: REEDY CREEK, Facility Carried by Structure: FELLOWSHIP RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $333,000, Roadway Improvement Cost: $33,000, Total Project Cost: $366,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4256, Location: 0.8 MI. N.W. FELLOWSHIP (Lat: 33.785311, Lng: -88.056292), Route carried "on" structure: County highway 9, Year Built: 1952, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 160 (year 1995), Truck Traffic: 1%, Average Future Daily Traffic: 160 (year 2032), Design Load: H 15, Features Intersected: REEDY CREEK, Facility Carried by Structure: FELLOWSHIP RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $333,000, Roadway Improvement Cost: $33,000, Total Project Cost: $366,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4529, Location: 1.1 MI. E. ALA. #17 (Lat: 33.817647, Lng: -88.096678), Route carried "on" structure: County highway 36, Year Built: 1953, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 120 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 178 (year 2036), Design Load: H 15, Features Intersected: YELLOW CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 35.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $286,000, Roadway Improvement Cost: $29,000, Total Project Cost: $315,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4529, Location: 1.1 MI. E. ALA. #17 (Lat: 33.817647, Lng: -88.096678), Route carried "on" structure: County highway 36, Year Built: 1953, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 120 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 178 (year 2036), Design Load: H 15, Features Intersected: YELLOW CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 35.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $286,000, Roadway Improvement Cost: $29,000, Total Project Cost: $315,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5047, Location: 6 MI. S. ALA. 278 (Lat: 33.812981, Lng: -88.169906), Route carried "on" structure: County highway 23, Year Built: 1955, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 280 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 416 (year 2036), Design Load: H 15, Features Intersected: WILSON CREEK, Facility Carried by Structure: BUCK JACKSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $267,000, Roadway Improvement Cost: $27,000, Total Project Cost: $294,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5047, Location: 6 MI. S. ALA. 278 (Lat: 33.812981, Lng: -88.169906), Route carried "on" structure: County highway 23, Year Built: 1955, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 280 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 416 (year 2036), Design Load: H 15, Features Intersected: WILSON CREEK, Facility Carried by Structure: BUCK JACKSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $267,000, Roadway Improvement Cost: $27,000, Total Project Cost: $294,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7584, Location: 1.8 MI. N.E. VERNON (Lat: 33.784200, Lng: -88.099100), Route carried "on" structure: County highway 29, Year Built: 1962, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 490 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 728 (year 2036), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: BEAVER CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 56.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $401,000, Roadway Improvement Cost: $40,000, Total Project Cost: $441,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7584, Location: 1.8 MI. N.E. VERNON (Lat: 33.784200, Lng: -88.099100), Route carried "on" structure: County highway 29, Year Built: 1962, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 490 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 728 (year 2036), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: BEAVER CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 56.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $401,000, Roadway Improvement Cost: $40,000, Total Project Cost: $441,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8945, Location: Vernon (Lat: 33.758517, Lng: -88.108883), Route carried "on" structure: State highway 17, Year Built: 1930, Year Reconstructed: 1966, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 5,574 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 9,440 (year 2038), Design Load: H 15, Features Intersected: Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 391.854, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 53.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $467,000, Roadway Improvement Cost: $47,000, Total Project Cost: $514,000 ( Estimate for 2022)
Structure Number: 8945, Location: Vernon (Lat: 33.758517, Lng: -88.108883), Route carried "on" structure: State highway 17, Year Built: 1930, Year Reconstructed: 1966, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 5,574 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 9,440 (year 2038), Design Load: H 15, Features Intersected: Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 391.854, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 53.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $467,000, Roadway Improvement Cost: $47,000, Total Project Cost: $514,000 ( Estimate for 2022)
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Structure Number: 12158, Location: Vernon City Limits (Lat: 33.754258, Lng: -88.105033), Route carried "on" structure: State highway 18, Year Built: 1979, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 3,590 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,380 (year 2040), Design Load: HS 20, Features Intersected: Yellow Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.256, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.0 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2020, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $2,993,000, Roadway Improvement Cost: $299,000, Total Project Cost: $3,292,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12158, Location: Vernon City Limits (Lat: 33.754258, Lng: -88.105033), Route carried "on" structure: State highway 18, Year Built: 1979, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 3,590 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,380 (year 2040), Design Load: HS 20, Features Intersected: Yellow Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.256, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.0 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2020, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $2,993,000, Roadway Improvement Cost: $299,000, Total Project Cost: $3,292,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12159, Location: Vernon City Limits (Lat: 33.753683, Lng: -88.102550), Route carried "on" structure: State highway 18, Year Built: 1979, Status: Open, Structure Length: 12.44m (40.81ft), Average Daily Traffic: 3,590 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,380 (year 2040), Design Load: HS 20, Features Intersected: Yellow Creel
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.486, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 53.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 13.28m (43.57ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2020, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $4,278,000, Roadway Improvement Cost: $428,000, Total Project Cost: $4,706,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12159, Location: Vernon City Limits (Lat: 33.753683, Lng: -88.102550), Route carried "on" structure: State highway 18, Year Built: 1979, Status: Open, Structure Length: 12.44m (40.81ft), Average Daily Traffic: 3,590 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,380 (year 2040), Design Load: HS 20, Features Intersected: Yellow Creel
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.486, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 53.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 13.28m (43.57ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2020, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $4,278,000, Roadway Improvement Cost: $428,000, Total Project Cost: $4,706,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1216, Location: Vernon City Limits (Lat: 33.747967, Lng: -88.090517), Route carried "on" structure: State highway 18, Year Built: 1979, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 3,028 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,758 (year 2040), Design Load: HS 20, Features Intersected: Buck Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.758, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $683,000, Roadway Improvement Cost: $68,000, Total Project Cost: $751,000 ( Estimate for 2022)
Structure Number: 1216, Location: Vernon City Limits (Lat: 33.747967, Lng: -88.090517), Route carried "on" structure: State highway 18, Year Built: 1979, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 3,028 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,758 (year 2040), Design Load: HS 20, Features Intersected: Buck Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.758, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $683,000, Roadway Improvement Cost: $68,000, Total Project Cost: $751,000 ( Estimate for 2022)
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Structure Number: 1294, Location: 2 MI. W. HIGHTOGY (Lat: 33.697653, Lng: -88.129775), Route carried "on" structure: County highway , Year Built: 1983, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 30 (year 1995), Average Future Daily Traffic: 30 (year 2032), Features Intersected: YELLOW CREEK TRIBUTARY, Facility Carried by Structure: MOORES MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, 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: 1, Length of Maximum Span: 10.4m (34.1ft), 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: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 33.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $281,000, Roadway Improvement Cost: $28,000, Total Project Cost: $309,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 1294, Location: 2 MI. W. HIGHTOGY (Lat: 33.697653, Lng: -88.129775), Route carried "on" structure: County highway , Year Built: 1983, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 30 (year 1995), Average Future Daily Traffic: 30 (year 2032), Features Intersected: YELLOW CREEK TRIBUTARY, Facility Carried by Structure: MOORES MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, 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: 1, Length of Maximum Span: 10.4m (34.1ft), 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: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 33.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $281,000, Roadway Improvement Cost: $28,000, Total Project Cost: $309,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 13862, Location: 0.2 MI S ALA HWY 18 (Lat: 33.742242, Lng: -88.085231), Route carried "on" structure: County highway , Year Built: 1986, Status: Posted for load, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 120 (year 1995), Truck Traffic: 1%, Average Future Daily Traffic: 120 (year 2032), Design Load: HS 20, Features Intersected: HELL'S CREEK, Facility Carried by Structure: HELL'S CREEK RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $505,000, Roadway Improvement Cost: $51,000, Total Project Cost: $556,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 13862, Location: 0.2 MI S ALA HWY 18 (Lat: 33.742242, Lng: -88.085231), Route carried "on" structure: County highway , Year Built: 1986, Status: Posted for load, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 120 (year 1995), Truck Traffic: 1%, Average Future Daily Traffic: 120 (year 2032), Design Load: HS 20, Features Intersected: HELL'S CREEK, Facility Carried by Structure: HELL'S CREEK RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $505,000, Roadway Improvement Cost: $51,000, Total Project Cost: $556,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13925, Location: 1.5 MI S JCT AL-18 (Lat: 33.733367, Lng: -88.107383), Route carried "on" structure: State highway 17, Year Built: 1986, Status: Open, Structure Length: 16.25m (53.31ft), Average Daily Traffic: 2,033 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,076 (year 2041), Design Load: HS 20, Features Intersected: Yellow Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 388.966, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.1 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 16.99m (55.74ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2021, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $5,010,000, Roadway Improvement Cost: $501,000, Total Project Cost: $5,511,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 13925, Location: 1.5 MI S JCT AL-18 (Lat: 33.733367, Lng: -88.107383), Route carried "on" structure: State highway 17, Year Built: 1986, Status: Open, Structure Length: 16.25m (53.31ft), Average Daily Traffic: 2,033 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,076 (year 2041), Design Load: HS 20, Features Intersected: Yellow Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 388.966, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.1 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 16.99m (55.74ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2021, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $5,010,000, Roadway Improvement Cost: $501,000, Total Project Cost: $5,511,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13926, Location: 1.2 MI S JCT AL-18 (Lat: 33.737150, Lng: -88.109983), Route carried "on" structure: State highway 17, Year Built: 1986, Status: Open, Structure Length: 10.00m (32.81ft), Average Daily Traffic: 2,033 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,076 (year 2040), Design Load: HS 20, Features Intersected: Yellow Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 389.463, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.93m (35.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $3,222,000, Roadway Improvement Cost: $322,000, Total Project Cost: $3,544,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 13926, Location: 1.2 MI S JCT AL-18 (Lat: 33.737150, Lng: -88.109983), Route carried "on" structure: State highway 17, Year Built: 1986, Status: Open, Structure Length: 10.00m (32.81ft), Average Daily Traffic: 2,033 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,076 (year 2040), Design Load: HS 20, Features Intersected: Yellow Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 389.463, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.93m (35.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $3,222,000, Roadway Improvement Cost: $322,000, Total Project Cost: $3,544,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13927, Location: 0.8 MI S JCT AL-18 (Lat: 33.743100, Lng: -88.110900), Route carried "on" structure: State highway 17, Year Built: 1986, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 2,033 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,076 (year 2041), Design Load: HS 20, Features Intersected: Yellow Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 390.136, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.68m (15.35ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2021, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $1,380,000, Roadway Improvement Cost: $138,000, Total Project Cost: $1,518,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 13927, Location: 0.8 MI S JCT AL-18 (Lat: 33.743100, Lng: -88.110900), Route carried "on" structure: State highway 17, Year Built: 1986, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 2,033 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,076 (year 2041), Design Load: HS 20, Features Intersected: Yellow Creek Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 390.136, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.68m (15.35ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2021, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $1,380,000, Roadway Improvement Cost: $138,000, Total Project Cost: $1,518,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18117, Location: 2.1 MILES EAST OF BEDFORD (Lat: 33.804500, Lng: -88.173194), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 45 (year 2016), Average Future Daily Traffic: 67 (year 2036), Design Load: HS 20, Features Intersected: WILSON CREEK, Facility Carried by Structure: HOLLIDAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $397,000, Roadway Improvement Cost: $40,000, Total Project Cost: $437,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 18117, Location: 2.1 MILES EAST OF BEDFORD (Lat: 33.804500, Lng: -88.173194), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 45 (year 2016), Average Future Daily Traffic: 67 (year 2036), Design Load: HS 20, Features Intersected: WILSON CREEK, Facility Carried by Structure: HOLLIDAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $397,000, Roadway Improvement Cost: $40,000, Total Project Cost: $437,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 18685, Location: 2.7 MI. NW VERNON (Lat: 33.782717, Lng: -88.146333), Route carried "on" structure: County highway 26, Year Built: 2003, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 980 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 1,456 (year 2036), Design Load: HS 20, Features Intersected: WATSON CREEK, Facility Carried by Structure: ABERDEEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.2 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.11m (16.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,051,000, Roadway Improvement Cost: $105,000, Total Project Cost: $1,156,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 18685, Location: 2.7 MI. NW VERNON (Lat: 33.782717, Lng: -88.146333), Route carried "on" structure: County highway 26, Year Built: 2003, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 980 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 1,456 (year 2036), Design Load: HS 20, Features Intersected: WATSON CREEK, Facility Carried by Structure: ABERDEEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.2 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.11m (16.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,051,000, Roadway Improvement Cost: $105,000, Total Project Cost: $1,156,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 19109, Location: 4.6 MI. NW OF VERNON (Lat: 33.792975, Lng: -88.177675), Route carried "on" structure: County highway 26, Year Built: 2004, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 510 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 758 (year 2036), Design Load: HS 20, Features Intersected: WILSON CREEK, Facility Carried by Structure: ABERDEEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, 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: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 75.6 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.11m (16.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,051,000, Roadway Improvement Cost: $105,000, Total Project Cost: $1,156,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 19109, Location: 4.6 MI. NW OF VERNON (Lat: 33.792975, Lng: -88.177675), Route carried "on" structure: County highway 26, Year Built: 2004, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 510 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 758 (year 2036), Design Load: HS 20, Features Intersected: WILSON CREEK, Facility Carried by Structure: ABERDEEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, 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: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 75.6 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.11m (16.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,051,000, Roadway Improvement Cost: $105,000, Total Project Cost: $1,156,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 19683, Location: 1.9 MI. N. AL HWY 18 (Lat: 33.770003, Lng: -88.155142), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 51 (year 2007), Average Future Daily Traffic: 76 (year 2032), Design Load: HS 20, Features Intersected: WATSON CREEK, Facility Carried by Structure: WATSON CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, 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: 12.2m (40.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.1 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.58m (15.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $847,000, Roadway Improvement Cost: $85,000, Total Project Cost: $932,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 19683, Location: 1.9 MI. N. AL HWY 18 (Lat: 33.770003, Lng: -88.155142), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 51 (year 2007), Average Future Daily Traffic: 76 (year 2032), Design Load: HS 20, Features Intersected: WATSON CREEK, Facility Carried by Structure: WATSON CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, 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: 12.2m (40.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.1 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.58m (15.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $847,000, Roadway Improvement Cost: $85,000, Total Project Cost: $932,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 20504, Location: 3.2 MI. N.E. OF VERNON (Lat: 33.790353, Lng: -88.072128), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 41 (year 2011), Average Future Daily Traffic: 62 (year 2032), Design Load: HS 20, Features Intersected: YELLOW CREEK, Facility Carried by Structure: IRON BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, 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: 12.2m (40.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 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 minimum criteria, Length Of Structure Improvement: 4.58m (15.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $847,000, Roadway Improvement Cost: $85,000, Total Project Cost: $932,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 20504, Location: 3.2 MI. N.E. OF VERNON (Lat: 33.790353, Lng: -88.072128), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 41 (year 2011), Average Future Daily Traffic: 62 (year 2032), Design Load: HS 20, Features Intersected: YELLOW CREEK, Facility Carried by Structure: IRON BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, 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: 12.2m (40.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 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 minimum criteria, Length Of Structure Improvement: 4.58m (15.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $847,000, Roadway Improvement Cost: $85,000, Total Project Cost: $932,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels