Bridge Statistics for Bowling Green, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 194ft / 58.6mTotal length
- $435,000Total costs
- 53,333Total average daily traffic
- 10,062Total average daily truck traffic
- 92,535Total future (year 2041) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Bowling Green
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11920-1929
- 11940-1949
- 11950-1959
- 51960-1969
- 31970-1979
- 11980-1989
- 21990-1999
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 83.3%Good
- 16.7%Satisfactory
- Bridge Condition - Superstructure
- 7.1%Very good
- 42.9%Good
- 35.7%Satisfactory
- 14.3%Poor
- Bridge Condition - Substructure
- 14.3%Very good
- 50.0%Good
- 21.4%Satisfactory
- 7.1%Fair
- 7.1%Poor
- Bridge Condition - Channel
- 7.1%Excellent
- 7.1%Very good
- 35.7%Good
- 28.6%Satisfactory
- 14.3%Fair
- 7.1%Poor
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 60008, Location: 0.1 MI. SOUTH OF SR-62 (Lat: 27.592806, Lng: -81.821608), Route carried "on" structure: US 17, Year Built: 1946, Year Reconstructed: 1994, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 19,000 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 32,965 (year 2042), Design Load: H 15, Features Intersected: HOG BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.611, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.3m (56.8ft), Skew: 10 degrees, 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: 41.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 60008, Location: 0.1 MI. SOUTH OF SR-62 (Lat: 27.592806, Lng: -81.821608), Route carried "on" structure: US 17, Year Built: 1946, Year Reconstructed: 1994, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 19,000 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 32,965 (year 2042), Design Load: H 15, Features Intersected: HOG BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.611, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.3m (56.8ft), Skew: 10 degrees, 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: 41.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 60031, Location: 1.6 MI WEST OF PLATT RD (Lat: 27.624653, Lng: -81.802639), Route carried "on" structure: Alternate County highway 664, Year Built: 1962, Status: Open, Structure Length: 10.20m (33.46ft), Average Daily Traffic: 950 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 1,648 (year 2041), Design Load: HS 20, Features Intersected: RCI: Little Charlie Crk, Facility Carried by Structure: LAKE BRANCH RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.153, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 57.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior 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: Febuary 2021, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 60031, Location: 1.6 MI WEST OF PLATT RD (Lat: 27.624653, Lng: -81.802639), Route carried "on" structure: Alternate County highway 664, Year Built: 1962, Status: Open, Structure Length: 10.20m (33.46ft), Average Daily Traffic: 950 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 1,648 (year 2041), Design Load: HS 20, Features Intersected: RCI: Little Charlie Crk, Facility Carried by Structure: LAKE BRANCH RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.153, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 57.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior 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: Febuary 2021, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 60034, Location: 1.6 MI WEST OF US-17 (Lat: 27.636611, Lng: -81.849500), Route carried "on" structure: County highway 664, Year Built: 1915, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 600 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,041 (year 2042), Features Intersected: LITTLE PAYNE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.409, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Superstructure: Poor, Substructure: Poor, Channel: Poor, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.93m (9.61ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 6 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: Febuary 2022, Underwater Inspection Date: January 2022, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $402,000, Roadway Improvement Cost: $33,000, Total Project Cost: $435,000
Structure Number: 60034, Location: 1.6 MI WEST OF US-17 (Lat: 27.636611, Lng: -81.849500), Route carried "on" structure: County highway 664, Year Built: 1915, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 600 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,041 (year 2042), Features Intersected: LITTLE PAYNE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.409, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Superstructure: Poor, Substructure: Poor, Channel: Poor, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.93m (9.61ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 6 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: Febuary 2022, Underwater Inspection Date: January 2022, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $402,000, Roadway Improvement Cost: $33,000, Total Project Cost: $435,000
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Structure Number: 60044, Location: 0.8MI WEST OF US-17 (Lat: 27.627936, Lng: -81.837694), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 600 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,041 (year 2041), Design Load: H 20, Features Intersected: LITTLE PAYNE CREEK, Facility Carried by Structure: DOC COIL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.179, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, 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: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 23 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Underwater Inspection Date: Febuary 2021, Other Special Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 60044, Location: 0.8MI WEST OF US-17 (Lat: 27.627936, Lng: -81.837694), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 600 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,041 (year 2041), Design Load: H 20, Features Intersected: LITTLE PAYNE CREEK, Facility Carried by Structure: DOC COIL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.179, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, 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: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 23 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Underwater Inspection Date: Febuary 2021, Other Special Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 60051, Location: 1.8 MI NORTH OF SR-62 (Lat: 27.620639, Lng: -81.825361), Route carried "on" structure: US 17, Year Built: 1993, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 8,050 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 13,967 (year 2042), Design Load: HS 20+Mod, Features Intersected: PAYNE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.707, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 60051, Location: 1.8 MI NORTH OF SR-62 (Lat: 27.620639, Lng: -81.825361), Route carried "on" structure: US 17, Year Built: 1993, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 8,050 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 13,967 (year 2042), Design Load: HS 20+Mod, Features Intersected: PAYNE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.707, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 64069, Location: 1.8 MI N OF SR-62 (Lat: 27.620447, Lng: -81.842858), Route carried "on" structure: County highway , Year Built: 1920, Status: Open, Structure Length: 1.72m (5.64ft), Average Daily Traffic: 93 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 161 (year 2041), Features Intersected: PAYNE CREEK, Facility Carried by Structure: HOBB RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.2m (56.4ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 64069, Location: 1.8 MI N OF SR-62 (Lat: 27.620447, Lng: -81.842858), Route carried "on" structure: County highway , Year Built: 1920, Status: Open, Structure Length: 1.72m (5.64ft), Average Daily Traffic: 93 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 161 (year 2041), Features Intersected: PAYNE CREEK, Facility Carried by Structure: HOBB RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.2m (56.4ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 64088, Location: 0.3MI SOUTH OF CR-664 (Lat: 27.642100, Lng: -81.795361), Route carried "on" structure: County highway , Year Built: 1986, Year Reconstructed: 2009, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 77 (year 2022), Average Future Daily Traffic: 134 (year 2041), Design Load: HL 93, Features Intersected: BARR BRANCH, Facility Carried by Structure: FUSSELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 3, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 29.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 64088, Location: 0.3MI SOUTH OF CR-664 (Lat: 27.642100, Lng: -81.795361), Route carried "on" structure: County highway , Year Built: 1986, Year Reconstructed: 2009, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 77 (year 2022), Average Future Daily Traffic: 134 (year 2041), Design Load: HL 93, Features Intersected: BARR BRANCH, Facility Carried by Structure: FUSSELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 3, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 29.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 160078, Location: 6.3 MI SOUTH OF US-98 (Lat: 27.663383, Lng: -81.822897), Route carried "on" structure: US 17, Year Built: 1973, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 10,938 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 18,977 (year 2042), Design Load: HS 20+Mod, Features Intersected: WHIDDEN CREEK SO FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.889, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Fair, Culverts: Good, Inventory Rating: 66.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 160078, Location: 6.3 MI SOUTH OF US-98 (Lat: 27.663383, Lng: -81.822897), Route carried "on" structure: US 17, Year Built: 1973, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 10,938 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 18,977 (year 2042), Design Load: HS 20+Mod, Features Intersected: WHIDDEN CREEK SO FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.889, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Fair, Culverts: Good, Inventory Rating: 66.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 160079, Location: 5.0 MI S OF US-98 (Lat: 27.683131, Lng: -81.815756), Route carried "on" structure: US 17, Year Built: 1974, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 5,469 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 9,489 (year 2042), Design Load: HS 20, Features Intersected: CSX R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.286, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.4m (73.5ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 160079, Location: 5.0 MI S OF US-98 (Lat: 27.683131, Lng: -81.815756), Route carried "on" structure: US 17, Year Built: 1974, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 5,469 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 9,489 (year 2042), Design Load: HS 20, Features Intersected: CSX R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.286, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.4m (73.5ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 160101, Location: 1.2 MI EAST OF US-17 (Lat: 27.646167, Lng: -81.802153), Route carried "on" structure: County highway 664, Year Built: 1958, Status: Posted for load, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 500 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 868 (year 2041), Design Load: H 15, Features Intersected: PEACE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.959, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Underwater Inspection Date: January 2021, Other Special Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 160101, Location: 1.2 MI EAST OF US-17 (Lat: 27.646167, Lng: -81.802153), Route carried "on" structure: County highway 664, Year Built: 1958, Status: Posted for load, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 500 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 868 (year 2041), Design Load: H 15, Features Intersected: PEACE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.959, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Underwater Inspection Date: January 2021, Other Special Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 160233, Location: 5.0 MI S OF US-98 (Lat: 27.682850, Lng: -81.815789), Route carried "on" structure: US 17, Year Built: 1995, Status: Open, Structure Length: 6.36m (20.87ft), Average Daily Traffic: 5,469 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 9,489 (year 2042), Design Load: HS 20+Mod, Features Intersected: CSX R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.260, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 160233, Location: 5.0 MI S OF US-98 (Lat: 27.682850, Lng: -81.815789), Route carried "on" structure: US 17, Year Built: 1995, Status: Open, Structure Length: 6.36m (20.87ft), Average Daily Traffic: 5,469 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 9,489 (year 2042), Design Load: HS 20+Mod, Features Intersected: CSX R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.260, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 164405, Location: 2.0 MI WEST OF US-17 (Lat: 27.646222, Lng: -81.861742), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 198 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 344 (year 2042), Design Load: HS 20, Features Intersected: HENRY BUNN'S CREEK, Facility Carried by Structure: COUNTY LINE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.935, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.3m (20.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2021, Underwater Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 164405, Location: 2.0 MI WEST OF US-17 (Lat: 27.646222, Lng: -81.861742), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 198 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 344 (year 2042), Design Load: HS 20, Features Intersected: HENRY BUNN'S CREEK, Facility Carried by Structure: COUNTY LINE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.935, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.3m (20.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2021, Underwater Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 164406, Location: 1.5 MI WEST OF US-17 (Lat: 27.646211, Lng: -81.844753), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 198 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 344 (year 2042), Design Load: HS 20, Features Intersected: DRAINAGE CANAL, Facility Carried by Structure: COUNTY LINE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.612, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 164406, Location: 1.5 MI WEST OF US-17 (Lat: 27.646211, Lng: -81.844753), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 198 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 344 (year 2042), Design Load: HS 20, Features Intersected: DRAINAGE CANAL, Facility Carried by Structure: COUNTY LINE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.612, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 164411, Location: 2.2MI. S OF HUTCHINS RD (Lat: 27.668903, Lng: -81.826092), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 393 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 682 (year 2042), Design Load: HS 20, Features Intersected: CARTER'S DITCH, Facility Carried by Structure: OLD BOWLING GRN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Good, Channel: Good, Operating Rating: 31.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Other Special Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 164411, Location: 2.2MI. S OF HUTCHINS RD (Lat: 27.668903, Lng: -81.826092), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 393 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 682 (year 2042), Design Load: HS 20, Features Intersected: CARTER'S DITCH, Facility Carried by Structure: OLD BOWLING GRN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Good, Channel: Good, Operating Rating: 31.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Other Special Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 164414, Location: 0.7 MI N/O COUNTY LINE RD (Lat: 27.656556, Lng: -81.789272), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 600 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 1,041 (year 2042), Features Intersected: GILSHEY BRDG CRK, Facility Carried by Structure: MT PISGAH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.143, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), 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: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 164414, Location: 0.7 MI N/O COUNTY LINE RD (Lat: 27.656556, Lng: -81.789272), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 600 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 1,041 (year 2042), Features Intersected: GILSHEY BRDG CRK, Facility Carried by Structure: MT PISGAH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.143, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), 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: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 164535, Location: 2.9 MI. WEST OF US-17 (Lat: 27.646250, Lng: -81.872083), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 198 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 344 (year 2042), Design Load: HL 93, Features Intersected: LITTLE PAYNE CREEK, Facility Carried by Structure: COUNTY LINE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.909, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Excellent, Operating Rating: 53.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 164535, Location: 2.9 MI. WEST OF US-17 (Lat: 27.646250, Lng: -81.872083), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 198 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 344 (year 2042), Design Load: HL 93, Features Intersected: LITTLE PAYNE CREEK, Facility Carried by Structure: COUNTY LINE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.909, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Excellent, Operating Rating: 53.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place