Bridge Statistics for Laurel Hill, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 92ft / 27.5mTotal length
- 8,700Total average daily traffic
- 907Total average daily truck traffic
- 15,097Total future (year 2042) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Laurel Hill
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 21970-1979
- 61990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 66.7%Good
- 33.3%Satisfactory
- Bridge Condition - Superstructure
- 77.8%Good
- 22.2%Satisfactory
- Bridge Condition - Substructure
- 55.6%Good
- 11.1%Satisfactory
- 22.2%Fair
- 11.1%Poor
- Bridge Condition - Channel
- 10.0%Excellent
- 10.0%Good
- 60.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 570025, Location: 3.9 Mi. So. of State Line (Lat: 30.970222, Lng: -86.450872), Route carried "on" structure: State highway 85, Year Built: 1972, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 3,400 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 5,899 (year 2042), Design Load: HS 20, Features Intersected: Abandoned Railroad
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.425, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 570025, Location: 3.9 Mi. So. of State Line (Lat: 30.970222, Lng: -86.450872), Route carried "on" structure: State highway 85, Year Built: 1972, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 3,400 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 5,899 (year 2042), Design Load: HS 20, Features Intersected: Abandoned Railroad
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.425, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 570027, Location: 0.8Mi East of Laurel Hill (Lat: 30.965031, Lng: -86.421281), Route carried "on" structure: State highway 85, Year Built: 1972, Year Reconstructed: 2012, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 5,205 (year 2042), Design Load: HS 20, Features Intersected: Horsehead Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.557, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 58.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2020, Underwater Inspection Date: May 2020
Structure Number: 570027, Location: 0.8Mi East of Laurel Hill (Lat: 30.965031, Lng: -86.421281), Route carried "on" structure: State highway 85, Year Built: 1972, Year Reconstructed: 2012, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 5,205 (year 2042), Design Load: HS 20, Features Intersected: Horsehead Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.557, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 58.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2020, Underwater Inspection Date: May 2020
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Structure Number: 570064, Location: 1.1 Mi W of SR 85 (Lat: 30.924511, Lng: -86.501331), Route carried "on" structure: County highway 2, Year Built: 1945, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 350 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 608 (year 2042), Design Load: HS 20, Features Intersected: Murder Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.390, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2021, Underwater Inspection Date: April 2021
Structure Number: 570064, Location: 1.1 Mi W of SR 85 (Lat: 30.924511, Lng: -86.501331), Route carried "on" structure: County highway 2, Year Built: 1945, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 350 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 608 (year 2042), Design Load: HS 20, Features Intersected: Murder Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.390, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2021, Underwater Inspection Date: April 2021
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Structure Number: 574118, Location: 2.22 Mi North of SR 85 (Lat: 30.987639, Lng: -86.419611), Route carried "on" structure: Other road , Year Built: 1993, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 174 (year 2042), Features Intersected: Horsehead Creek, Facility Carried by Structure: Ludlum Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.618, Lanes on structure: 2, 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: 4.7m (15.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2020, Underwater Inspection Date: October 2020, Deck Structure Type: Wood or Timber
Structure Number: 574118, Location: 2.22 Mi North of SR 85 (Lat: 30.987639, Lng: -86.419611), Route carried "on" structure: Other road , Year Built: 1993, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 174 (year 2042), Features Intersected: Horsehead Creek, Facility Carried by Structure: Ludlum Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.618, Lanes on structure: 2, 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: 4.7m (15.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2020, Underwater Inspection Date: October 2020, Deck Structure Type: Wood or Timber
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Structure Number: 57412, Location: 0.9 Mi South of SR 85 (Lat: 30.953011, Lng: -86.388753), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 25 (year 2020), Average Future Daily Traffic: 43 (year 2042), Features Intersected: Unnamed Branch, Facility Carried by Structure: County Line Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.669, Lanes on structure: 2, 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: 4.7m (15.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than 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, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2022, Underwater Inspection Date: January 2022, Deck Structure Type: Wood or Timber
Structure Number: 57412, Location: 0.9 Mi South of SR 85 (Lat: 30.953011, Lng: -86.388753), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 25 (year 2020), Average Future Daily Traffic: 43 (year 2042), Features Intersected: Unnamed Branch, Facility Carried by Structure: County Line Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.669, Lanes on structure: 2, 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: 4.7m (15.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than 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, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2022, Underwater Inspection Date: January 2022, Deck Structure Type: Wood or Timber
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Structure Number: 574129, Location: 1.1 Mi North of Hwy 85 (Lat: 30.982042, Lng: -86.405333), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 174 (year 2042), Features Intersected: Branch of Horsehead Ck S, Facility Carried by Structure: Robinson Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.693, Lanes on structure: 2, 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: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2020, Underwater Inspection Date: October 2020, Deck Structure Type: Wood or Timber
Structure Number: 574129, Location: 1.1 Mi North of Hwy 85 (Lat: 30.982042, Lng: -86.405333), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 174 (year 2042), Features Intersected: Branch of Horsehead Ck S, Facility Carried by Structure: Robinson Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.693, Lanes on structure: 2, 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: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2020, Underwater Inspection Date: October 2020, Deck Structure Type: Wood or Timber
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Structure Number: 57413, Location: 1.74 Mi North of SR 85 (Lat: 30.992025, Lng: -86.405208), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 174 (year 2042), Features Intersected: Branch of Horsehead Cr N, Facility Carried by Structure: Robinson Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.802, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.0m (16.4ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than 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, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber
Structure Number: 57413, Location: 1.74 Mi North of SR 85 (Lat: 30.992025, Lng: -86.405208), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 174 (year 2042), Features Intersected: Branch of Horsehead Cr N, Facility Carried by Structure: Robinson Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.802, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.0m (16.4ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than 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, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber
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Structure Number: 574136, Location: 3.1 Mi NW of Hwy 85 (Lat: 30.978544, Lng: -86.502464), Route carried "on" structure: County highway 85A, Year Built: 1999, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 900 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,562 (year 2042), Design Load: HS 20, Features Intersected: Big Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.132, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2020, Underwater Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 574136, Location: 3.1 Mi NW of Hwy 85 (Lat: 30.978544, Lng: -86.502464), Route carried "on" structure: County highway 85A, Year Built: 1999, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 900 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,562 (year 2042), Design Load: HS 20, Features Intersected: Big Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.132, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2020, Underwater Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 574138, Location: 0.49 Mi N of Millside Rd (Lat: 30.933292, Lng: -86.436114), Route carried "on" structure: County highway 2, Year Built: 1999, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 521 (year 2042), Design Load: HS 20, Features Intersected: Horsehead Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.756, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Underwater Inspection Date: May 2021, Other Special Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 574138, Location: 0.49 Mi N of Millside Rd (Lat: 30.933292, Lng: -86.436114), Route carried "on" structure: County highway 2, Year Built: 1999, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 521 (year 2042), Design Load: HS 20, Features Intersected: Horsehead Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.756, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Underwater Inspection Date: May 2021, Other Special Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 57414, Location: 1.01 Mi N of CR 85A (Lat: 30.990389, Lng: -86.481208), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 350 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 607 (year 2042), Features Intersected: Big Creek, Facility Carried by Structure: T E Rodgers Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.598, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 69.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2021, Underwater Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 57414, Location: 1.01 Mi N of CR 85A (Lat: 30.990389, Lng: -86.481208), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 350 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 607 (year 2042), Features Intersected: Big Creek, Facility Carried by Structure: T E Rodgers Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.598, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 69.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2021, Underwater Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 574184, Location: 0.42Mi W of Steel Mill Cr (Lat: 30.927778, Lng: -86.437000), Route carried "on" structure: Other road , Year Built: 2013, Status: Open, Structure Length: 4.58m (15.03ft), Average Daily Traffic: 75 (year 2021), Average Future Daily Traffic: 130 (year 2042), Design Load: HL 93, Features Intersected: Horsehead Creek, Facility Carried by Structure: Millside Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.344, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 574184, Location: 0.42Mi W of Steel Mill Cr (Lat: 30.927778, Lng: -86.437000), Route carried "on" structure: Other road , Year Built: 2013, Status: Open, Structure Length: 4.58m (15.03ft), Average Daily Traffic: 75 (year 2021), Average Future Daily Traffic: 130 (year 2042), Design Load: HL 93, Features Intersected: Horsehead Creek, Facility Carried by Structure: Millside Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.344, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels