Bridge Statistics for Uriah, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 92ft / 27.8mTotal length
- $7,893,000Total costs
- 2,591Total average daily traffic
- 754Total average daily truck traffic
- 3,737Total future (year 2029) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Uriah
- No street view available for this location
- New bridges - historical statistics
- 21940-1949
- 31950-1959
- 21960-1969
- 31970-1979
- 21980-1989
- 11990-1999
- Bridge Condition - Deck
- 28.6%Good
- 57.1%Satisfactory
- 14.3%Fair
- Bridge Condition - Superstructure
- 28.6%Very good
- 14.3%Good
- 57.1%Satisfactory
- Bridge Condition - Substructure
- 14.3%Very good
- 28.6%Good
- 28.6%Satisfactory
- 14.3%Fair
- 14.3%Poor
- Bridge Condition - Channel
- 61.5%Good
- 23.1%Satisfactory
- 15.4%Fair
- Bridge Condition - Culverts
- 33.3%Good
- 66.7%Satisfactory
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Structure Number: 2639, Location: .07 MI. S.JAYS COTTON HS. (Lat: 31.328967, Lng: -87.604550), Route carried "on" structure: County highway 3, Year Built: 1942, Year Reconstructed: 1992, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 70 (year 1993), Average Future Daily Traffic: 125 (year 2030), Features Intersected: BRANCH, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $17,000, Total Project Cost: $187,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 2639, Location: .07 MI. S.JAYS COTTON HS. (Lat: 31.328967, Lng: -87.604550), Route carried "on" structure: County highway 3, Year Built: 1942, Year Reconstructed: 1992, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 70 (year 1993), Average Future Daily Traffic: 125 (year 2030), Features Intersected: BRANCH, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $17,000, Total Project Cost: $187,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 5424, Location: 2.5 MI.N.E. ROCKY HILL (Lat: 31.411486, Lng: -87.591031), Route carried "on" structure: County highway 4, Year Built: 1956, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 75 (year 1990), Average Future Daily Traffic: 125 (year 2033), Features Intersected: BRANCH, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 31.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2021, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $231,000, Roadway Improvement Cost: $23,000, Total Project Cost: $254,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 5424, Location: 2.5 MI.N.E. ROCKY HILL (Lat: 31.411486, Lng: -87.591031), Route carried "on" structure: County highway 4, Year Built: 1956, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 75 (year 1990), Average Future Daily Traffic: 125 (year 2033), Features Intersected: BRANCH, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 31.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2021, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $231,000, Roadway Improvement Cost: $23,000, Total Project Cost: $254,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 5438, Location: .05 MI. S.E. ELISKA (Lat: 31.379067, Lng: -87.655042), Route carried "on" structure: County highway 1, Year Built: 1956, Year Reconstructed: 1992, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 36 (year 1993), Average Future Daily Traffic: 72 (year 2033), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 26.9 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.51m (4.95ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $166,000, Roadway Improvement Cost: $17,000, Total Project Cost: $183,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 5438, Location: .05 MI. S.E. ELISKA (Lat: 31.379067, Lng: -87.655042), Route carried "on" structure: County highway 1, Year Built: 1956, Year Reconstructed: 1992, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 36 (year 1993), Average Future Daily Traffic: 72 (year 2033), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 26.9 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.51m (4.95ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $166,000, Roadway Improvement Cost: $17,000, Total Project Cost: $183,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 5449, Location: .03 MI. N.W. URIAH (Lat: 32.258333, Lng: -87.480000), Route carried "on" structure: County highway 1, Year Built: 1956, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 300 (year 1993), Truck Traffic: 15%, Average Future Daily Traffic: 350 (year 2033), Design Load: HS 20, Features Intersected: BUTTER FORK BRANCH, Facility Carried by Structure: COUNTY ROUTE 3
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: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.9 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: Better than present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $310,000, Roadway Improvement Cost: $31,000, Total Project Cost: $341,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5449, Location: .03 MI. N.W. URIAH (Lat: 32.258333, Lng: -87.480000), Route carried "on" structure: County highway 1, Year Built: 1956, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 300 (year 1993), Truck Traffic: 15%, Average Future Daily Traffic: 350 (year 2033), Design Load: HS 20, Features Intersected: BUTTER FORK BRANCH, Facility Carried by Structure: COUNTY ROUTE 3
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: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.9 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: Better than present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $310,000, Roadway Improvement Cost: $31,000, Total Project Cost: $341,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7301, Location: 4 MI. S.E. ELISKA (Lat: 31.309042, Lng: -87.665308), Route carried "on" structure: County highway 3, Year Built: 1961, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 235 (year 1993), Truck Traffic: 25%, Average Future Daily Traffic: 300 (year 2033), Design Load: HS 15, Features Intersected: SPRING BRANCH, Facility Carried by Structure: COUNTY ROUTE 1
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: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $468,000, Roadway Improvement Cost: $47,000, Total Project Cost: $515,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7301, Location: 4 MI. S.E. ELISKA (Lat: 31.309042, Lng: -87.665308), Route carried "on" structure: County highway 3, Year Built: 1961, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 235 (year 1993), Truck Traffic: 25%, Average Future Daily Traffic: 300 (year 2033), Design Load: HS 15, Features Intersected: SPRING BRANCH, Facility Carried by Structure: COUNTY ROUTE 1
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: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $468,000, Roadway Improvement Cost: $47,000, Total Project Cost: $515,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9312, Location: 3.5 MI. S.E. ELISKA (Lat: 31.318647, Lng: -87.670931), Route carried "on" structure: County highway 1, Year Built: 1967, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 235 (year 1993), Truck Traffic: 25%, Average Future Daily Traffic: 300 (year 2030), Design Load: HS 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: 8.5m (27.9ft), 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: 72.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $411,000, Roadway Improvement Cost: $41,000, Total Project Cost: $452,000 ( Estimate for 2022)
Structure Number: 9312, Location: 3.5 MI. S.E. ELISKA (Lat: 31.318647, Lng: -87.670931), Route carried "on" structure: County highway 1, Year Built: 1967, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 235 (year 1993), Truck Traffic: 25%, Average Future Daily Traffic: 300 (year 2030), Design Load: HS 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: 8.5m (27.9ft), 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: 72.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $411,000, Roadway Improvement Cost: $41,000, Total Project Cost: $452,000 ( Estimate for 2022)
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Structure Number: 10534, Location: 3.5 MI. N. ELISKA (Lat: 31.366906, Lng: -87.627619), Route carried "on" structure: County highway 1, Year Built: 1971, Year Reconstructed: 1992, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 375 (year 1993), Truck Traffic: 40%, Average Future Daily Traffic: 500 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 47.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,053,000, Roadway Improvement Cost: $105,000, Total Project Cost: $1,158,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10534, Location: 3.5 MI. N. ELISKA (Lat: 31.366906, Lng: -87.627619), Route carried "on" structure: County highway 1, Year Built: 1971, Year Reconstructed: 1992, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 375 (year 1993), Truck Traffic: 40%, Average Future Daily Traffic: 500 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 47.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,053,000, Roadway Improvement Cost: $105,000, Total Project Cost: $1,158,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10535, Location: 5 MI. N. ELISKA (Lat: 31.370519, Lng: -87.592492), Route carried "on" structure: County highway 1, Year Built: 1971, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 375 (year 1993), Truck Traffic: 50%, Average Future Daily Traffic: 600 (year 2033), Design Load: H 20, Features Intersected: BAILEYS CREEK
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: 3.7m (12.1ft)
Condition: Channel: Good, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $593,000, Roadway Improvement Cost: $59,000, Total Project Cost: $652,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10535, Location: 5 MI. N. ELISKA (Lat: 31.370519, Lng: -87.592492), Route carried "on" structure: County highway 1, Year Built: 1971, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 375 (year 1993), Truck Traffic: 50%, Average Future Daily Traffic: 600 (year 2033), Design Load: H 20, Features Intersected: BAILEYS CREEK
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: 3.7m (12.1ft)
Condition: Channel: Good, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $593,000, Roadway Improvement Cost: $59,000, Total Project Cost: $652,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11372, Location: 4 MI. S.E. GOODWAY (Lat: 31.311186, Lng: -87.374844), Route carried "on" structure: County highway 1, Year Built: 1975, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 30 (year 1993), Truck Traffic: 5%, Average Future Daily Traffic: 40 (year 2033), Features Intersected: BRANCH, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 25.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, 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: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $198,000, Roadway Improvement Cost: $20,000, Total Project Cost: $218,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 11372, Location: 4 MI. S.E. GOODWAY (Lat: 31.311186, Lng: -87.374844), Route carried "on" structure: County highway 1, Year Built: 1975, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 30 (year 1993), Truck Traffic: 5%, Average Future Daily Traffic: 40 (year 2033), Features Intersected: BRANCH, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 25.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, 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: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $198,000, Roadway Improvement Cost: $20,000, Total Project Cost: $218,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 12269, Location: 1.5 MI. W. JAMES BROOKS (Lat: 31.314919, Lng: -87.448667), Route carried "on" structure: County highway 4, Year Built: 1948, Year Reconstructed: 1993, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 85 (year 1993), Average Future Daily Traffic: 150 (year 2029), Features Intersected: LITTLE RIVER, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 31.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $299,000, Roadway Improvement Cost: $30,000, Total Project Cost: $329,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 12269, Location: 1.5 MI. W. JAMES BROOKS (Lat: 31.314919, Lng: -87.448667), Route carried "on" structure: County highway 4, Year Built: 1948, Year Reconstructed: 1993, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 85 (year 1993), Average Future Daily Traffic: 150 (year 2029), Features Intersected: LITTLE RIVER, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 31.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $299,000, Roadway Improvement Cost: $30,000, Total Project Cost: $329,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 13638, Location: .05 MI. N. PETERMAN (Lat: 31.592764, Lng: -87.256786), Route carried "on" structure: County highway 30, Year Built: 1985, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 250 (year 1993), Truck Traffic: 30%, Average Future Daily Traffic: 500 (year 2033), Design Load: HS 20, Features Intersected: ROILEY CREEK, Facility Carried by Structure: COUNTY ROAD NO. 3
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: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 83.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $430,000, Roadway Improvement Cost: $43,000, Total Project Cost: $473,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13638, Location: .05 MI. N. PETERMAN (Lat: 31.592764, Lng: -87.256786), Route carried "on" structure: County highway 30, Year Built: 1985, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 250 (year 1993), Truck Traffic: 30%, Average Future Daily Traffic: 500 (year 2033), Design Load: HS 20, Features Intersected: ROILEY CREEK, Facility Carried by Structure: COUNTY ROAD NO. 3
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: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 83.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $430,000, Roadway Improvement Cost: $43,000, Total Project Cost: $473,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13873, Location: 1 MI. N. ROCKY HILL (Lat: 31.397589, Lng: -87.556869), Route carried "on" structure: County highway 1, Year Built: 1986, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 375 (year 1993), Truck Traffic: 40%, Average Future Daily Traffic: 450 (year 2033), Design Load: HS 20, Features Intersected: JAYE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.6 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: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $658,000, Roadway Improvement Cost: $66,000, Total Project Cost: $724,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13873, Location: 1 MI. N. ROCKY HILL (Lat: 31.397589, Lng: -87.556869), Route carried "on" structure: County highway 1, Year Built: 1986, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 375 (year 1993), Truck Traffic: 40%, Average Future Daily Traffic: 450 (year 2033), Design Load: HS 20, Features Intersected: JAYE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.6 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: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $658,000, Roadway Improvement Cost: $66,000, Total Project Cost: $724,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 15133, Location: 3 MI. SE GOODWAY (Lat: 31.311814, Lng: -87.373736), Route carried "on" structure: County highway 4, Year Built: 1990, Status: Open, Structure Length: 11.40m (37.40ft), Average Daily Traffic: 150 (year 1993), Truck Traffic: 20%, Average Future Daily Traffic: 225 (year 2033), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: CO 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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 64.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 49.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.27m (40.26ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Underwater Inspection Date: December 2021, Bridge Improvement Cost: $2,188,000, Roadway Improvement Cost: $219,000, Total Project Cost: $2,407,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 15133, Location: 3 MI. SE GOODWAY (Lat: 31.311814, Lng: -87.373736), Route carried "on" structure: County highway 4, Year Built: 1990, Status: Open, Structure Length: 11.40m (37.40ft), Average Daily Traffic: 150 (year 1993), Truck Traffic: 20%, Average Future Daily Traffic: 225 (year 2033), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: CO 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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 64.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 49.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.27m (40.26ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Underwater Inspection Date: December 2021, Bridge Improvement Cost: $2,188,000, Roadway Improvement Cost: $219,000, Total Project Cost: $2,407,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place