Bridge Statistics for Horn Hill, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 164ft / 50.4mTotal length
- $12,864,000Total costs
- 3,456Total average daily traffic
- 203Total average daily truck traffic
- 4,663Total future (year 2028) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Horn Hill
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 11940-1949
- 11950-1959
- 41960-1969
- 11970-1979
- 11990-1999
- 42000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 21970-1979
- 01980-1989
- 11990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 23.1%Excellent
- 15.4%Very good
- 15.4%Good
- 30.8%Satisfactory
- 7.7%Fair
- 7.7%Poor
- Bridge Condition - Superstructure
- 15.4%Excellent
- 7.7%Very good
- 30.8%Good
- 15.4%Satisfactory
- 23.1%Fair
- 7.7%Poor
- Bridge Condition - Substructure
- 30.8%Very good
- 15.4%Good
- 15.4%Satisfactory
- 15.4%Fair
- 15.4%Poor
- 7.7%Serious
- Bridge Condition - Channel
- 6.7%Excellent
- 40.0%Good
- 20.0%Satisfactory
- 33.3%Fair
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Structure Number: 7036, Location: 2 MI WEST OF HORN HILL (Lat: 31.236050, Lng: -86.347386), Route carried "on" structure: County highway 45, Year Built: 1960, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 480 (year 1994), Truck Traffic: 5%, Average Future Daily Traffic: 602 (year 2030), Design Load: H 15, Features Intersected: NO NAME BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 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: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $345,000, Roadway Improvement Cost: $35,000, Total Project Cost: $380,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7036, Location: 2 MI WEST OF HORN HILL (Lat: 31.236050, Lng: -86.347386), Route carried "on" structure: County highway 45, Year Built: 1960, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 480 (year 1994), Truck Traffic: 5%, Average Future Daily Traffic: 602 (year 2030), Design Load: H 15, Features Intersected: NO NAME BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 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: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $345,000, Roadway Improvement Cost: $35,000, Total Project Cost: $380,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8039, Location: BETWEEN HWY331* HORN HILL (Lat: 31.234822, Lng: -86.311756), Route carried "on" structure: County highway 47, Year Built: 1963, Status: Posted for load, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 350 (year 1994), Truck Traffic: 5%, Average Future Daily Traffic: 430 (year 2030), Design Load: H 15, Features Intersected: INDIAN CREEK
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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Serious, Channel: Satisfactory, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.76m (12.34ft), 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: $567,000, Roadway Improvement Cost: $57,000, Total Project Cost: $624,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8039, Location: BETWEEN HWY331* HORN HILL (Lat: 31.234822, Lng: -86.311756), Route carried "on" structure: County highway 47, Year Built: 1963, Status: Posted for load, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 350 (year 1994), Truck Traffic: 5%, Average Future Daily Traffic: 430 (year 2030), Design Load: H 15, Features Intersected: INDIAN CREEK
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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Serious, Channel: Satisfactory, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.76m (12.34ft), 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: $567,000, Roadway Improvement Cost: $57,000, Total Project Cost: $624,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8054, Location: 2 MI. S. 0F BLUE SPRINGS (Lat: 31.184731, Lng: -86.335208), Route carried "on" structure: County highway 85, Year Built: 1963, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 270 (year 1994), Truck Traffic: 5%, Average Future Daily Traffic: 344 (year 2030), Design Load: H 15, Features Intersected: MULBERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: Fair, Culverts: Satisfactory, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.5 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: 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: $420,000, Roadway Improvement Cost: $42,000, Total Project Cost: $462,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8054, Location: 2 MI. S. 0F BLUE SPRINGS (Lat: 31.184731, Lng: -86.335208), Route carried "on" structure: County highway 85, Year Built: 1963, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 270 (year 1994), Truck Traffic: 5%, Average Future Daily Traffic: 344 (year 2030), Design Load: H 15, Features Intersected: MULBERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: Fair, Culverts: Satisfactory, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.5 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: 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: $420,000, Roadway Improvement Cost: $42,000, Total Project Cost: $462,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10455, Location: EAST OF HOLLOWAY BRIDGE (Lat: 31.190025, Lng: -86.354258), Route carried "on" structure: County highway 32, Year Built: 1948, Year Reconstructed: 1971, Status: Posted for load, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 110 (year 1994), Truck Traffic: 5%, Average Future Daily Traffic: 143 (year 2030), Design Load: H 15, Features Intersected: INDIAN CREEK, Facility Carried by Structure: COUNTY DIRT 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: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, 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: > 39.9% below), Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $653,000, Roadway Improvement Cost: $65,000, Total Project Cost: $718,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 10455, Location: EAST OF HOLLOWAY BRIDGE (Lat: 31.190025, Lng: -86.354258), Route carried "on" structure: County highway 32, Year Built: 1948, Year Reconstructed: 1971, Status: Posted for load, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 110 (year 1994), Truck Traffic: 5%, Average Future Daily Traffic: 143 (year 2030), Design Load: H 15, Features Intersected: INDIAN CREEK, Facility Carried by Structure: COUNTY DIRT 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: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, 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: > 39.9% below), Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $653,000, Roadway Improvement Cost: $65,000, Total Project Cost: $718,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 11683, Location: 1 MI WEST OF HORN HILL (Lat: 31.237869, Lng: -86.329131), Route carried "on" structure: County highway 79, Year Built: 1976, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 250 (year 1994), Truck Traffic: 5%, Average Future Daily Traffic: 316 (year 2030), Design Load: H 15, Features Intersected: YELLOW RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: 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, 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: 2.44m (8.01ft), 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: $451,000, Roadway Improvement Cost: $45,000, Total Project Cost: $496,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 11683, Location: 1 MI WEST OF HORN HILL (Lat: 31.237869, Lng: -86.329131), Route carried "on" structure: County highway 79, Year Built: 1976, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 250 (year 1994), Truck Traffic: 5%, Average Future Daily Traffic: 316 (year 2030), Design Load: H 15, Features Intersected: YELLOW RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: 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, 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: 2.44m (8.01ft), 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: $451,000, Roadway Improvement Cost: $45,000, Total Project Cost: $496,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 11733, Location: CATALINA BR (Lat: 31.240258, Lng: -86.337850), Route carried "on" structure: County highway 79, Year Built: 1939, Year Reconstructed: 1977, Status: Posted for load, Structure Length: 11.58m (37.99ft), Average Daily Traffic: 250 (year 1994), Truck Traffic: 5%, Average Future Daily Traffic: 316 (year 2030), Design Load: H 15, Features Intersected: YELLOW RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 20, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, 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, Deck Geometry: Meets minimum limits, 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: 10.0 - 19.9% below), Length Of Structure Improvement: 12.45m (40.85ft), 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: $2,305,000, Roadway Improvement Cost: $231,000, Total Project Cost: $2,536,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 11733, Location: CATALINA BR (Lat: 31.240258, Lng: -86.337850), Route carried "on" structure: County highway 79, Year Built: 1939, Year Reconstructed: 1977, Status: Posted for load, Structure Length: 11.58m (37.99ft), Average Daily Traffic: 250 (year 1994), Truck Traffic: 5%, Average Future Daily Traffic: 316 (year 2030), Design Load: H 15, Features Intersected: YELLOW RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 20, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, 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, Deck Geometry: Meets minimum limits, 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: 10.0 - 19.9% below), Length Of Structure Improvement: 12.45m (40.85ft), 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: $2,305,000, Roadway Improvement Cost: $231,000, Total Project Cost: $2,536,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 12479, Location: 2 MI SOUTH OF HORN HILL (Lat: 31.212886, Lng: -86.340350), Route carried "on" structure: County highway , Year Built: 1952, Year Reconstructed: 1981, Status: Posted for load, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 80 (year 1994), Average Future Daily Traffic: 115 (year 2030), Design Load: H 15, Features Intersected: INDIAN CREEK, Facility Carried by Structure: COUNTY DIRT 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: 6, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 4.38m (14.37ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $750,000, Roadway Improvement Cost: $75,000, Total Project Cost: $825,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 12479, Location: 2 MI SOUTH OF HORN HILL (Lat: 31.212886, Lng: -86.340350), Route carried "on" structure: County highway , Year Built: 1952, Year Reconstructed: 1981, Status: Posted for load, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 80 (year 1994), Average Future Daily Traffic: 115 (year 2030), Design Load: H 15, Features Intersected: INDIAN CREEK, Facility Carried by Structure: COUNTY DIRT 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: 6, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 4.38m (14.37ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $750,000, Roadway Improvement Cost: $75,000, Total Project Cost: $825,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 16084, Location: .5 MI E OF HOLLOWAY BRIDG (Lat: 31.190322, Lng: -86.345564), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 60 (year 1994), Average Future Daily Traffic: 86 (year 2030), Design Load: HS 20, Features Intersected: NO NAME BRANCH, Facility Carried by Structure: COUNTY DIRT ROAD
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: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 75.2 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $316,000, Roadway Improvement Cost: $32,000, Total Project Cost: $348,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 16084, Location: .5 MI E OF HOLLOWAY BRIDG (Lat: 31.190322, Lng: -86.345564), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 60 (year 1994), Average Future Daily Traffic: 86 (year 2030), Design Load: HS 20, Features Intersected: NO NAME BRANCH, Facility Carried by Structure: COUNTY DIRT ROAD
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: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 75.2 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $316,000, Roadway Improvement Cost: $32,000, Total Project Cost: $348,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 17234, Location: 8 MI N. RED OAK CHURCH (Lat: 31.205633, Lng: -86.370378), Route carried "on" structure: County highway 45, Year Built: 1960, Year Reconstructed: 1998, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 290 (year 1994), Truck Traffic: 6%, Average Future Daily Traffic: 375 (year 2028), Design Load: HS 20, Features Intersected: NO NAME CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $351,000, Roadway Improvement Cost: $35,000, Total Project Cost: $386,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 17234, Location: 8 MI N. RED OAK CHURCH (Lat: 31.205633, Lng: -86.370378), Route carried "on" structure: County highway 45, Year Built: 1960, Year Reconstructed: 1998, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 290 (year 1994), Truck Traffic: 6%, Average Future Daily Traffic: 375 (year 2028), Design Load: HS 20, Features Intersected: NO NAME CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $351,000, Roadway Improvement Cost: $35,000, Total Project Cost: $386,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 18291, Location: EAST OF CO RD 45 (Lat: 31.190850, Lng: -86.360944), Route carried "on" structure: County highway 32, Year Built: 2001, Status: Open, Structure Length: 14.63m (48.00ft), Average Daily Traffic: 110 (year 1994), Truck Traffic: 5%, Average Future Daily Traffic: 125 (year 2033), Design Load: HS 20, Features Intersected: YELLOW RIVER, Facility Carried by Structure: COUNTY DIRTROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.3 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 desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 15.41m (50.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $3,171,000, Roadway Improvement Cost: $317,000, Total Project Cost: $3,488,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18291, Location: EAST OF CO RD 45 (Lat: 31.190850, Lng: -86.360944), Route carried "on" structure: County highway 32, Year Built: 2001, Status: Open, Structure Length: 14.63m (48.00ft), Average Daily Traffic: 110 (year 1994), Truck Traffic: 5%, Average Future Daily Traffic: 125 (year 2033), Design Load: HS 20, Features Intersected: YELLOW RIVER, Facility Carried by Structure: COUNTY DIRTROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.3 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 desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 15.41m (50.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $3,171,000, Roadway Improvement Cost: $317,000, Total Project Cost: $3,488,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18489, Location: 1 MILE S OF HORN HILL (Lat: 31.225808, Lng: -86.322083), Route carried "on" structure: County highway 97, Year Built: 2002, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 450 (year 2002), Truck Traffic: 7%, Average Future Daily Traffic: 755 (year 2034), Design Load: HS 20, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $733,000, Roadway Improvement Cost: $73,000, Total Project Cost: $806,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 18489, Location: 1 MILE S OF HORN HILL (Lat: 31.225808, Lng: -86.322083), Route carried "on" structure: County highway 97, Year Built: 2002, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 450 (year 2002), Truck Traffic: 7%, Average Future Daily Traffic: 755 (year 2034), Design Load: HS 20, Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $733,000, Roadway Improvement Cost: $73,000, Total Project Cost: $806,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 18772, Location: 1/4MILE SOUTH OF CR47 (Lat: 31.231933, Lng: -86.307953), Route carried "on" structure: County highway 99, Year Built: 2003, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 200 (year 2002), Truck Traffic: 21%, Average Future Daily Traffic: 338 (year 2035), Design Load: HS 20, Features Intersected: ADAMS POND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 61.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 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: 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: March 2020, Bridge Improvement Cost: $441,000, Roadway Improvement Cost: $44,000, Total Project Cost: $485,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 18772, Location: 1/4MILE SOUTH OF CR47 (Lat: 31.231933, Lng: -86.307953), Route carried "on" structure: County highway 99, Year Built: 2003, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 200 (year 2002), Truck Traffic: 21%, Average Future Daily Traffic: 338 (year 2035), Design Load: HS 20, Features Intersected: ADAMS POND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 61.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 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: 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: March 2020, Bridge Improvement Cost: $441,000, Roadway Improvement Cost: $44,000, Total Project Cost: $485,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 19663, Location: 3.5 MILES S.W. OF OPP (Lat: 31.212964, Lng: -86.333461), Route carried "on" structure: County highway , Year Built: 2005, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 36 (year 2012), Average Future Daily Traffic: 53 (year 2034), Design Load: HS 20, Features Intersected: NO NAMED CREEK, Facility Carried by Structure: HENDERSON BRDG RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 46.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $26,000, Total Project Cost: $281,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 19663, Location: 3.5 MILES S.W. OF OPP (Lat: 31.212964, Lng: -86.333461), Route carried "on" structure: County highway , Year Built: 2005, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 36 (year 2012), Average Future Daily Traffic: 53 (year 2034), Design Load: HS 20, Features Intersected: NO NAMED CREEK, Facility Carried by Structure: HENDERSON BRDG RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 46.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $26,000, Total Project Cost: $281,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 20971, Location: 6 MI NE RED OAK CH. (Lat: 31.195333, Lng: -86.374864), Route carried "on" structure: County highway 45, Year Built: 2013, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 290 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 373 (year 2034), Design Load: HS 20, Features Intersected: NO NAME BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very 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: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $389,000, Roadway Improvement Cost: $39,000, Total Project Cost: $428,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 20971, Location: 6 MI NE RED OAK CH. (Lat: 31.195333, Lng: -86.374864), Route carried "on" structure: County highway 45, Year Built: 2013, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 290 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 373 (year 2034), Design Load: HS 20, Features Intersected: NO NAME BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very 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: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $389,000, Roadway Improvement Cost: $39,000, Total Project Cost: $428,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 21426, Location: 2 Mile South of Babbie (Lat: 31.245436, Lng: -86.355233), Route carried "on" structure: County highway , Year Built: 1933, Year Reconstructed: 2018, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 230 (year 1994), Truck Traffic: 5%, Average Future Daily Traffic: 292 (year 2030), Design Load: HS 20, Features Intersected: Taylor Mill Creek, Facility Carried by Structure: County Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Excellent, Operating Rating: 49.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $546,000, Roadway Improvement Cost: $55,000, Total Project Cost: $601,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 21426, Location: 2 Mile South of Babbie (Lat: 31.245436, Lng: -86.355233), Route carried "on" structure: County highway , Year Built: 1933, Year Reconstructed: 2018, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 230 (year 1994), Truck Traffic: 5%, Average Future Daily Traffic: 292 (year 2030), Design Load: HS 20, Features Intersected: Taylor Mill Creek, Facility Carried by Structure: County Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Excellent, Operating Rating: 49.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $546,000, Roadway Improvement Cost: $55,000, Total Project Cost: $601,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels