Bridge Statistics for Fort Green, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 223ft / 67.9mTotal length
- 25,080Total average daily traffic
- 5,015Total average daily truck traffic
- 43,515Total future (year 2041) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Fort Green
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 41950-1959
- 41960-1969
- 22000-2009
- Bridge Condition - Deck
- 14.3%Very good
- 71.4%Good
- 14.3%Satisfactory
- Bridge Condition - Superstructure
- 14.3%Very good
- 28.6%Good
- 42.9%Satisfactory
- 14.3%Fair
- Bridge Condition - Substructure
- 28.6%Good
- 57.1%Satisfactory
- 14.3%Fair
- Bridge Condition - Channel
- 18.2%Excellent
- 9.1%Very good
- 36.4%Good
- 27.3%Satisfactory
- 9.1%Fair
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Structure Number: 40004, Location: 2.6 MI WEST OF US-17 (Lat: 27.088536, Lng: -81.993994), Route carried "on" structure: County highway 761, Year Built: 1959, Status: Open, Structure Length: 27.07m (88.81ft), Average Daily Traffic: 5,400 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 9,369 (year 2041), Design Load: HL 93, Features Intersected: PEACE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.205, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.7m (25.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 14, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 17.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior 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: January 2021, Underwater Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 40004, Location: 2.6 MI WEST OF US-17 (Lat: 27.088536, Lng: -81.993994), Route carried "on" structure: County highway 761, Year Built: 1959, Status: Open, Structure Length: 27.07m (88.81ft), Average Daily Traffic: 5,400 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 9,369 (year 2041), Design Load: HL 93, Features Intersected: PEACE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.205, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.7m (25.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 14, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 17.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior 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: January 2021, Underwater Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40005, Location: 1.5 MI W OF US-17 (Lat: 27.302614, Lng: -81.846058), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 12.16m (39.90ft), Average Daily Traffic: 500 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 868 (year 2041), Design Load: HL 93, Features Intersected: PEACE RIVER, Facility Carried by Structure: BROWNVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.466, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 31.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 23.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2021, Underwater Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 40005, Location: 1.5 MI W OF US-17 (Lat: 27.302614, Lng: -81.846058), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 12.16m (39.90ft), Average Daily Traffic: 500 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 868 (year 2041), Design Load: HL 93, Features Intersected: PEACE RIVER, Facility Carried by Structure: BROWNVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.466, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 31.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 23.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2021, Underwater Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40009, Location: 2.1MI N OF NE MCKAY ST. (Lat: 27.289139, Lng: -81.831511), Route carried "on" structure: County highway , Year Built: 1936, Status: Open, Structure Length: 1.56m (5.12ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 347 (year 2042), Design Load: H 15, Features Intersected: MARE BRANCH, Facility Carried by Structure: CUBITIS AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.936, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 40009, Location: 2.1MI N OF NE MCKAY ST. (Lat: 27.289139, Lng: -81.831511), Route carried "on" structure: County highway , Year Built: 1936, Status: Open, Structure Length: 1.56m (5.12ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 347 (year 2042), Design Load: H 15, Features Intersected: MARE BRANCH, Facility Carried by Structure: CUBITIS AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.936, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Excellent, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4001, Location: 1.2 MI WEST OF US-17 (Lat: 27.162383, Lng: -81.901661), Route carried "on" structure: County highway 760, Year Built: 1967, Status: Open, Structure Length: 11.52m (37.80ft), Average Daily Traffic: 2,600 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 4,511 (year 2041), Design Load: HS 20, Features Intersected: PEACE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.180, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2021, Underwater Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4001, Location: 1.2 MI WEST OF US-17 (Lat: 27.162383, Lng: -81.901661), Route carried "on" structure: County highway 760, Year Built: 1967, Status: Open, Structure Length: 11.52m (37.80ft), Average Daily Traffic: 2,600 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 4,511 (year 2041), Design Load: HS 20, Features Intersected: PEACE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.180, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2021, Underwater Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 40013, Location: 1.0 MI S OF CR-760A (Lat: 27.138033, Lng: -81.827664), Route carried "on" structure: County highway 763, Year Built: 1958, Status: Open, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 800 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 1,388 (year 2041), Design Load: H 20, Features Intersected: ROCHELLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.891, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.9 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 40013, Location: 1.0 MI S OF CR-760A (Lat: 27.138033, Lng: -81.827664), Route carried "on" structure: County highway 763, Year Built: 1958, Status: Open, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 800 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 1,388 (year 2041), Design Load: H 20, Features Intersected: ROCHELLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.891, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.9 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 40032, Location: 9.4 MI EAST OF SR-31 (Lat: 27.209447, Lng: -81.686553), Route carried "on" structure: State highway 70, Year Built: 1959, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 4,600 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 7,981 (year 2042), Design Load: H 15, Features Intersected: MOSSY GULLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.882, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.8m (12.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 80.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 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 23 months, Inspection Date: May 2020, Underwater Inspection Date: May 2020
Structure Number: 40032, Location: 9.4 MI EAST OF SR-31 (Lat: 27.209447, Lng: -81.686553), Route carried "on" structure: State highway 70, Year Built: 1959, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 4,600 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 7,981 (year 2042), Design Load: H 15, Features Intersected: MOSSY GULLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.882, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.8m (12.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 80.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 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 23 months, Inspection Date: May 2020, Underwater Inspection Date: May 2020
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Structure Number: 40059, Location: 2.6MI NORTH OF SR-70 (Lat: 27.248056, Lng: -81.846111), Route carried "on" structure: US 17, Year Built: 2005, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 8,683 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 15,065 (year 2042), Design Load: HS 25 or greater, Features Intersected: MCBRIDE BRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.277, 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: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 65.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 40059, Location: 2.6MI NORTH OF SR-70 (Lat: 27.248056, Lng: -81.846111), Route carried "on" structure: US 17, Year Built: 2005, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 8,683 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 15,065 (year 2042), Design Load: HS 25 or greater, Features Intersected: MCBRIDE BRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.277, 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: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 65.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 60004, Location: 1MI EAST OF CR-663 (Lat: 27.616656, Lng: -81.928394), Route carried "on" structure: County highway 664, Year Built: 1960, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 600 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,041 (year 2042), Design Load: H 20, Features Intersected: DOE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.514, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 58.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: Febuary 2021
Structure Number: 60004, Location: 1MI EAST OF CR-663 (Lat: 27.616656, Lng: -81.928394), Route carried "on" structure: County highway 664, Year Built: 1960, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 600 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,041 (year 2042), Design Load: H 20, Features Intersected: DOE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.514, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 58.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: Febuary 2021
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Structure Number: 64121, Location: 0.5MI W OF CR-663 (Lat: 27.612944, Lng: -81.952153), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 201 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 349 (year 2042), Design Load: HL 93, Features Intersected: PAYNE CREEK, Facility Carried by Structure: OLLIE ROBERTS RD
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 3.642, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 57.4 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: 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 Cast-file-Place
Structure Number: 64121, Location: 0.5MI W OF CR-663 (Lat: 27.612944, Lng: -81.952153), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 201 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 349 (year 2042), Design Load: HL 93, Features Intersected: PAYNE CREEK, Facility Carried by Structure: OLLIE ROBERTS RD
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 3.642, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 57.4 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: 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 Cast-file-Place
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Structure Number: 164401, Location: 0.5 MI NORTH OF WALKER RD (Lat: 27.664528, Lng: -81.891556), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 96 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 167 (year 2042), Design Load: HS 20, Features Intersected: LITTLE PAYNE CREEK, Facility Carried by Structure: DISTRICT LINE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.9m (22.6ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.1 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, 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: Epoxy Overlay
Structure Number: 164401, Location: 0.5 MI NORTH OF WALKER RD (Lat: 27.664528, Lng: -81.891556), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 96 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 167 (year 2042), Design Load: HS 20, Features Intersected: LITTLE PAYNE CREEK, Facility Carried by Structure: DISTRICT LINE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.9m (22.6ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.1 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, 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: Epoxy Overlay
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Structure Number: 164436, Location: 0.5MI SOUTH OF MILLS RD (Lat: 27.690917, Lng: -81.956406), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 2.78m (9.12ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 2,429 (year 2042), Design Load: HS 20, Features Intersected: LITTLE PAYNE CREEK, Facility Carried by Structure: FT GREEN RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.028, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.1m (23.3ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, 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: 164436, Location: 0.5MI SOUTH OF MILLS RD (Lat: 27.690917, Lng: -81.956406), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 2.78m (9.12ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 2,429 (year 2042), Design Load: HS 20, Features Intersected: LITTLE PAYNE CREEK, Facility Carried by Structure: FT GREEN RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.028, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.1m (23.3ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, 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