Bridge Statistics for Chattahoochee, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 643ft / 196mTotal length
- 117,939Total average daily traffic
- 6,327Total average daily truck traffic
- 199,305Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Chattahoochee
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 31950-1959
- 11970-1979
- 11980-1989
- 51990-1999
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 9.1%Excellent
- 54.5%Good
- 18.2%Satisfactory
- 18.2%Fair
- Bridge Condition - Superstructure
- 9.1%Excellent
- 9.1%Very good
- 54.5%Good
- 9.1%Satisfactory
- 9.1%Fair
- 9.1%Poor
- Bridge Condition - Substructure
- 9.1%Excellent
- 63.6%Good
- 27.3%Satisfactory
- Bridge Condition - Channel
- 50.0%Good
- 30.0%Satisfactory
- 10.0%Fair
- 10.0%Poor
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Structure Number: 10001, Location: 2.5MI NORTH OF SR-776 (Lat: 27.019017, Lng: -82.184756), Route carried "on" structure: US 41, Year Built: 1974, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 29,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 50,315 (year 2042), Design Load: H 20, Features Intersected: CRESTWOOD WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.207, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 70.2 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, Underwater Inspection Frequency: Every 23 months, Inspection Date: May 2020, Underwater Inspection Date: May 2020
Structure Number: 10001, Location: 2.5MI NORTH OF SR-776 (Lat: 27.019017, Lng: -82.184756), Route carried "on" structure: US 41, Year Built: 1974, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 29,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 50,315 (year 2042), Design Load: H 20, Features Intersected: CRESTWOOD WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.207, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 70.2 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, Underwater Inspection Frequency: Every 23 months, Inspection Date: May 2020, Underwater Inspection Date: May 2020
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Structure Number: 100506, Location: 0.7MI. N OF GIBSONTON DR. (Lat: 27.868894, Lng: -82.326653), Route carried "on" structure: US 301, Year Built: 1989, Status: Open, Structure Length: 14.39m (47.21ft), Average Daily Traffic: 61,000 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 105,835 (year 2041), Design Load: HS 20, Features Intersected: ALAFIA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.493, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.4m (93.2ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 28.4m (93.2ft), Out-to-Out Width: 33.6m (110.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: March 2021, Underwater Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 100506, Location: 0.7MI. N OF GIBSONTON DR. (Lat: 27.868894, Lng: -82.326653), Route carried "on" structure: US 301, Year Built: 1989, Status: Open, Structure Length: 14.39m (47.21ft), Average Daily Traffic: 61,000 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 105,835 (year 2041), Design Load: HS 20, Features Intersected: ALAFIA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.493, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.4m (93.2ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 28.4m (93.2ft), Out-to-Out Width: 33.6m (110.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: March 2021, Underwater Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 135001, Location: 200FT NORTH OF PINE AVE. (Lat: 27.529750, Lng: -82.735417), Route carried "on" structure: City street , Year Built: 1952, Year Reconstructed: 2010, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 865 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,501 (year 2042), Features Intersected: CRESCENT DR. CANAL, Facility Carried by Structure: CRESCENT DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.8m (25.6ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, 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: March 2020, Underwater Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 135001, Location: 200FT NORTH OF PINE AVE. (Lat: 27.529750, Lng: -82.735417), Route carried "on" structure: City street , Year Built: 1952, Year Reconstructed: 2010, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 865 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,501 (year 2042), Features Intersected: CRESCENT DR. CANAL, Facility Carried by Structure: CRESCENT DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.8m (25.6ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, 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: March 2020, Underwater Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 500023, Location: 0.8 Miles North I-10/SR8 (Lat: 30.628172, Lng: -84.834939), Route carried "on" structure: County highway 269, Year Built: 1947, Status: Posted for load, Structure Length: 5.96m (19.55ft), Average Daily Traffic: 800 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 880 (year 2040), Features Intersected: Flat Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.280, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 13, Length of Maximum Span: 4.7m (15.4ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Poor, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: June 2020, Other Special Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 500023, Location: 0.8 Miles North I-10/SR8 (Lat: 30.628172, Lng: -84.834939), Route carried "on" structure: County highway 269, Year Built: 1947, Status: Posted for load, Structure Length: 5.96m (19.55ft), Average Daily Traffic: 800 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 880 (year 2040), Features Intersected: Flat Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.280, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 13, Length of Maximum Span: 4.7m (15.4ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Poor, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: June 2020, Other Special Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 500041, Location: 0.6 Miles East of CR 269 (Lat: 30.688686, Lng: -84.832119), Route carried "on" structure: County highway 269A, Year Built: 1956, Status: Posted for load, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 800 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 880 (year 2039), Design Load: H 15, Features Intersected: Mosquito Creek, Facility Carried by Structure: CR 269 A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.978, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 11.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 6.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2020, Other Special Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 500041, Location: 0.6 Miles East of CR 269 (Lat: 30.688686, Lng: -84.832119), Route carried "on" structure: County highway 269A, Year Built: 1956, Status: Posted for load, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 800 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 880 (year 2039), Design Load: H 15, Features Intersected: Mosquito Creek, Facility Carried by Structure: CR 269 A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.978, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 11.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 6.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2020, Other Special Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 500118, Location: 1.4 Mi South of US90/SR10 (Lat: 30.685811, Lng: -84.840947), Route carried "on" structure: County highway 269, Year Built: 1999, Status: Open, Structure Length: 2.64m (8.66ft), Average Daily Traffic: 3,300 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 3,630 (year 2039), Design Load: HS 20, Features Intersected: CSX Railroad
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.904, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.4m (86.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 500118, Location: 1.4 Mi South of US90/SR10 (Lat: 30.685811, Lng: -84.840947), Route carried "on" structure: County highway 269, Year Built: 1999, Status: Open, Structure Length: 2.64m (8.66ft), Average Daily Traffic: 3,300 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 3,630 (year 2039), Design Load: HS 20, Features Intersected: CSX Railroad
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.904, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.4m (86.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 500133, Location: 1.8MI East of County Line (Lat: 30.701192, Lng: -84.826156), Route carried "on" structure: US 90, Year Built: 1999, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 4,300 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 7,460 (year 2042), Design Load: HS 20, Features Intersected: Mosquito Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.046, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 85.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 500133, Location: 1.8MI East of County Line (Lat: 30.701192, Lng: -84.826156), Route carried "on" structure: US 90, Year Built: 1999, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 4,300 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 7,460 (year 2042), Design Load: HS 20, Features Intersected: Mosquito Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.046, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 85.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 500802, Location: 0.45 Mi N of US90/SR10 (Lat: 30.702611, Lng: -84.826336), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 174 (year 2019), Average Future Daily Traffic: 191 (year 2039), Design Load: HS 20, Features Intersected: N Mosquito Creek, Facility Carried by Structure: Lonesome Pine Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.731, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 500802, Location: 0.45 Mi N of US90/SR10 (Lat: 30.702611, Lng: -84.826336), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 174 (year 2019), Average Future Daily Traffic: 191 (year 2039), Design Load: HS 20, Features Intersected: N Mosquito Creek, Facility Carried by Structure: Lonesome Pine Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.731, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 504132, Location: 1.2 Mi South of US90/SR10 (Lat: 30.688536, Lng: -84.841714), Route carried "on" structure: County highway 269, Year Built: 1999, Status: Open, Structure Length: 6.11m (20.05ft), Average Daily Traffic: 3,300 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 3,630 (year 2039), Design Load: HS 20, Features Intersected: Mosquito Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.205, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.8m (48.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2021, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 504132, Location: 1.2 Mi South of US90/SR10 (Lat: 30.688536, Lng: -84.841714), Route carried "on" structure: County highway 269, Year Built: 1999, Status: Open, Structure Length: 6.11m (20.05ft), Average Daily Traffic: 3,300 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 3,630 (year 2039), Design Load: HS 20, Features Intersected: Mosquito Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.205, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.8m (48.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2021, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 530111, Location: East Jackson County Line (Lat: 30.698133, Lng: -84.867169), Route carried "on" structure: US 90, Year Built: 1996, Status: Open, Structure Length: 95.77m (314.21ft), Average Daily Traffic: 6,300 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 10,930 (year 2042), Design Load: HS 20, Features Intersected: Apalachicola Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.447, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 24, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 530111, Location: East Jackson County Line (Lat: 30.698133, Lng: -84.867169), Route carried "on" structure: US 90, Year Built: 1996, Status: Open, Structure Length: 95.77m (314.21ft), Average Daily Traffic: 6,300 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 10,930 (year 2042), Design Load: HS 20, Features Intersected: Apalachicola Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.447, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 24, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 530951, Location: Jackson-Gadsden Cty line (Lat: 30.701558, Lng: -84.858669), Route carried "on" structure: US 90, Year Built: 1959, Year Reconstructed: 1994, Status: Open, Structure Length: 49.87m (163.62ft), Average Daily Traffic: 6,300 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 10,930 (year 2042), Design Load: HS 20, Features Intersected: Apalachicola River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.581, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Navigation Control: Yes ( Vertical Clearance: 10.6m (34.8ft), Horizontal Clearance: 37.8m (124.0ft)), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 11, Length of Maximum Span: 46.9m (153.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2021, Critical Feature Inspection Date: January 2021, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 530951, Location: Jackson-Gadsden Cty line (Lat: 30.701558, Lng: -84.858669), Route carried "on" structure: US 90, Year Built: 1959, Year Reconstructed: 1994, Status: Open, Structure Length: 49.87m (163.62ft), Average Daily Traffic: 6,300 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 10,930 (year 2042), Design Load: HS 20, Features Intersected: Apalachicola River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.581, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Navigation Control: Yes ( Vertical Clearance: 10.6m (34.8ft), Horizontal Clearance: 37.8m (124.0ft)), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 11, Length of Maximum Span: 46.9m (153.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2021, Critical Feature Inspection Date: January 2021, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8711, Location: I-75 & SR 826 Interchange (Lat: 25.899656, Lng: -80.326367), Route carried "on" structure: Ramp State highway 924, Year Built: 2016, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 1,800 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,123 (year 2042), Design Load: HL 93, Features Intersected: SR 826 Express Lanes
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.658, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8711, Location: I-75 & SR 826 Interchange (Lat: 25.899656, Lng: -80.326367), Route carried "on" structure: Ramp State highway 924, Year Built: 2016, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 1,800 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,123 (year 2042), Design Load: HL 93, Features Intersected: SR 826 Express Lanes
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.658, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete