Bridge Statistics for Chipley, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 30Number of bridges
- 371ft / 113mTotal length
- 125,996Total average daily traffic
- 29,388Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Chipley
- No street view available for this location
- New bridges - historical statistics
- 41950-1959
- 31960-1969
- 131970-1979
- 11980-1989
- 41990-1999
- 22000-2009
- 32010-2019
- Bridge Condition - Deck
- 5.6%Very good
- 61.1%Good
- 33.3%Satisfactory
- Bridge Condition - Superstructure
- 5.6%Very good
- 61.1%Good
- 16.7%Satisfactory
- 11.1%Fair
- 5.6%Serious
- Bridge Condition - Substructure
- 11.1%Very good
- 50.0%Good
- 22.2%Satisfactory
- 16.7%Serious
- Bridge Condition - Channel
- 5.0%Excellent
- 10.0%Very good
- 40.0%Good
- 35.0%Satisfactory
- 5.0%Fair
- 5.0%Poor
- Bridge Condition - Culverts
- 57.1%Good
- 14.3%Satisfactory
- 28.6%Fair
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Structure Number: 530028, Location: 0.49 Miles North of CR164 (Lat: 30.844033, Lng: -85.569664), Route carried "on" structure: County highway 277, Year Built: 1959, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 700 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 770 (year 2039), Design Load: HS 20, Features Intersected: Gum Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.677, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.8m (12.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 530028, Location: 0.49 Miles North of CR164 (Lat: 30.844033, Lng: -85.569664), Route carried "on" structure: County highway 277, Year Built: 1959, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 700 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 770 (year 2039), Design Load: HS 20, Features Intersected: Gum Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.677, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.8m (12.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 530044, Location: 0.2 Miles East of SR 77 (Lat: 30.836750, Lng: -85.529517), Route carried "on" structure: County highway 164, Year Built: 1950, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 300 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 330 (year 2039), Design Load: HS 20, Features Intersected: Minnow Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.467, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 530044, Location: 0.2 Miles East of SR 77 (Lat: 30.836750, Lng: -85.529517), Route carried "on" structure: County highway 164, Year Built: 1950, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 300 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 330 (year 2039), Design Load: HS 20, Features Intersected: Minnow Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.467, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 530104, Location: 0.3Mi. N.of Wash Co. Line (Lat: 30.834494, Lng: -85.532964), Route carried "on" structure: State highway 77, Year Built: 1992, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 3,600 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 6,246 (year 2042), Design Load: HS 20, Features Intersected: Alligator Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.435, 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: Slab, Number Of Spans In Main Unit: 11, Length of Maximum Span: 11.1m (36.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2021, Underwater Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 530104, Location: 0.3Mi. N.of Wash Co. Line (Lat: 30.834494, Lng: -85.532964), Route carried "on" structure: State highway 77, Year Built: 1992, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 3,600 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 6,246 (year 2042), Design Load: HS 20, Features Intersected: Alligator Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.435, 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: Slab, Number Of Spans In Main Unit: 11, Length of Maximum Span: 11.1m (36.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2021, Underwater Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 610002, Location: 1.7Mi. West of SR277 (Lat: 30.777558, Lng: -85.594831), Route carried "on" structure: US 90, Year Built: 1952, Status: Open, Structure Length: 13.08m (42.91ft), Average Daily Traffic: 4,152 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 7,204 (year 2042), Design Load: HS 20, Features Intersected: Alligator Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.469, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 610002, Location: 1.7Mi. West of SR277 (Lat: 30.777558, Lng: -85.594831), Route carried "on" structure: US 90, Year Built: 1952, Status: Open, Structure Length: 13.08m (42.91ft), Average Daily Traffic: 4,152 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 7,204 (year 2042), Design Load: HS 20, Features Intersected: Alligator Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.469, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 610004, Location: 0.6Mi East of SR77 (Lat: 30.791583, Lng: -85.527389), Route carried "on" structure: State highway 273, Year Built: 1952, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 4,300 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 7,460 (year 2042), Design Load: H 15, Features Intersected: Helems Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.147, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 610004, Location: 0.6Mi East of SR77 (Lat: 30.791583, Lng: -85.527389), Route carried "on" structure: State highway 273, Year Built: 1952, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 4,300 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 7,460 (year 2042), Design Load: H 15, Features Intersected: Helems Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.147, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 610007, Location: 0.1 Mi East of SR 277 (Lat: 30.790917, Lng: -85.561861), Route carried "on" structure: County highway 166, Year Built: 1968, Status: Posted for load, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 650 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,128 (year 2042), Design Load: H 15, Features Intersected: Alligator Creek No. 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.559, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 21.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 610007, Location: 0.1 Mi East of SR 277 (Lat: 30.790917, Lng: -85.561861), Route carried "on" structure: County highway 166, Year Built: 1968, Status: Posted for load, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 650 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,128 (year 2042), Design Load: H 15, Features Intersected: Alligator Creek No. 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.559, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 21.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 610038, Location: 0.84 Mi S of CR 277 (Lat: 30.735583, Lng: -85.592494), Route carried "on" structure: County highway 276, Year Built: 1963, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 650 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,128 (year 2041), Design Load: HS 20, Features Intersected: Unnamed Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.353, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2020, Underwater Inspection Date: May 2020
Structure Number: 610038, Location: 0.84 Mi S of CR 277 (Lat: 30.735583, Lng: -85.592494), Route carried "on" structure: County highway 276, Year Built: 1963, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 650 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,128 (year 2041), Design Load: HS 20, Features Intersected: Unnamed Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.353, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2020, Underwater Inspection Date: May 2020
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Structure Number: 610048, Location: 1.8 Mi South of CR 277 (Lat: 30.721594, Lng: -85.592667), Route carried "on" structure: County highway 276, Year Built: 1963, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 650 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,128 (year 2042), Design Load: HS 20, Features Intersected: Jones Rice Mill Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.847, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Good, Culverts: 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: 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: August 2020
Structure Number: 610048, Location: 1.8 Mi South of CR 277 (Lat: 30.721594, Lng: -85.592667), Route carried "on" structure: County highway 276, Year Built: 1963, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 650 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,128 (year 2042), Design Load: HS 20, Features Intersected: Jones Rice Mill Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.847, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Good, Culverts: 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: 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: August 2020
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Structure Number: 610067, Location: 0.8MI East of SR77 (Lat: 30.746389, Lng: -85.537500), Route carried "on" structure: County highway 77A, Year Built: 1974, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 1,300 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,256 (year 2042), Design Load: HS 20, Features Intersected: I10 SR8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.215, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 610067, Location: 0.8MI East of SR77 (Lat: 30.746389, Lng: -85.537500), Route carried "on" structure: County highway 77A, Year Built: 1974, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 1,300 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,256 (year 2042), Design Load: HS 20, Features Intersected: I10 SR8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.215, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 610068, Location: 2.5Mi. East of SR77 (Lat: 30.746411, Lng: -85.509908), Route carried "on" structure: County highway 273, Year Built: 1974, Status: Open, Structure Length: 10.42m (34.19ft), Average Daily Traffic: 2,900 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 5,032 (year 2042), Design Load: HS 20+Mod, Features Intersected: I10 SR8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.390, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 61.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 610068, Location: 2.5Mi. East of SR77 (Lat: 30.746411, Lng: -85.509908), Route carried "on" structure: County highway 273, Year Built: 1974, Status: Open, Structure Length: 10.42m (34.19ft), Average Daily Traffic: 2,900 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 5,032 (year 2042), Design Load: HS 20+Mod, Features Intersected: I10 SR8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.390, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 61.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 610069, Location: 1.9mi West Of SR77 (Lat: 30.752186, Lng: -85.584678), Route carried "on" structure: State highway 277, Year Built: 1975, Status: Open, Structure Length: 9.46m (31.04ft), Average Daily Traffic: 3,900 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 6,766 (year 2042), Design Load: HS 20, Features Intersected: I10 SR8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.479, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.2 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 610069, Location: 1.9mi West Of SR77 (Lat: 30.752186, Lng: -85.584678), Route carried "on" structure: State highway 277, Year Built: 1975, Status: Open, Structure Length: 9.46m (31.04ft), Average Daily Traffic: 3,900 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 6,766 (year 2042), Design Load: HS 20, Features Intersected: I10 SR8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.479, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.2 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 61007, Location: 2.5Mi. S of US90 SR10 (Lat: 30.748064, Lng: -85.551728), Route carried "on" structure: Interstate 10, Year Built: 1975, Status: Open, Structure Length: 6.41m (21.03ft), Average Daily Traffic: 9,150 (year 2020), Truck Traffic: 35%, Average Future Daily Traffic: 15,875 (year 2042), Design Load: HS 20+Mod, Features Intersected: SR77
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.082, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.7m (71.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 61007, Location: 2.5Mi. S of US90 SR10 (Lat: 30.748064, Lng: -85.551728), Route carried "on" structure: Interstate 10, Year Built: 1975, Status: Open, Structure Length: 6.41m (21.03ft), Average Daily Traffic: 9,150 (year 2020), Truck Traffic: 35%, Average Future Daily Traffic: 15,875 (year 2042), Design Load: HS 20+Mod, Features Intersected: SR77
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.082, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.7m (71.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 610071, Location: 2.5mi. S of US90 SR10 (Lat: 30.747842, Lng: -85.551856), Route carried "on" structure: Interstate 10, Year Built: 1975, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 9,150 (year 2020), Truck Traffic: 35%, Average Future Daily Traffic: 15,875 (year 2042), Design Load: HS 20+Mod, Features Intersected: SR77
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.082, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.7m (71.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 610071, Location: 2.5mi. S of US90 SR10 (Lat: 30.747842, Lng: -85.551856), Route carried "on" structure: Interstate 10, Year Built: 1975, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 9,150 (year 2020), Truck Traffic: 35%, Average Future Daily Traffic: 15,875 (year 2042), Design Load: HS 20+Mod, Features Intersected: SR77
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.082, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.7m (71.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 610078, Location: 3.0MI NE of Chipley (Lat: 30.819122, Lng: -85.504717), Route carried "on" structure: State highway 273, Year Built: 1992, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 3,500 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 6,072 (year 2042), Design Load: HS 20+Mod, Features Intersected: Alligator Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.904, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 610078, Location: 3.0MI NE of Chipley (Lat: 30.819122, Lng: -85.504717), Route carried "on" structure: State highway 273, Year Built: 1992, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 3,500 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 6,072 (year 2042), Design Load: HS 20+Mod, Features Intersected: Alligator Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.904, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 610079, Location: 1.5Mi N. of US90 SR10 (Lat: 30.800194, Lng: -85.534781), Route carried "on" structure: State highway 77, Year Built: 1992, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 3,700 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 6,420 (year 2042), Design Load: HS 20+Mod, Features Intersected: Helems Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.671, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.5m (31.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 50.8 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: 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 610079, Location: 1.5Mi N. of US90 SR10 (Lat: 30.800194, Lng: -85.534781), Route carried "on" structure: State highway 77, Year Built: 1992, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 3,700 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 6,420 (year 2042), Design Load: HS 20+Mod, Features Intersected: Helems Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.671, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.5m (31.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 50.8 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: 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 614087, Location: 0.12 Mi S of E Jackson Av (Lat: 30.778844, Lng: -85.524644), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 347 (year 2042), Features Intersected: Ditch, Facility Carried by Structure: Brown Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.795, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 60.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 614087, Location: 0.12 Mi S of E Jackson Av (Lat: 30.778844, Lng: -85.524644), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 347 (year 2042), Features Intersected: Ditch, Facility Carried by Structure: Brown Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.795, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 60.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 614093, Location: 1.2 Mi West of Carr Road (Lat: 30.799611, Lng: -85.603194), Route carried "on" structure: County highway 166, Year Built: 2004, Status: Open, Structure Length: 10.66m (34.97ft), Average Daily Traffic: 650 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,128 (year 2042), Features Intersected: Holmes Creek, Facility Carried by Structure: O Bonifay Chipley
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 10, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2021, Underwater Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 614093, Location: 1.2 Mi West of Carr Road (Lat: 30.799611, Lng: -85.603194), Route carried "on" structure: County highway 166, Year Built: 2004, Status: Open, Structure Length: 10.66m (34.97ft), Average Daily Traffic: 650 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,128 (year 2042), Features Intersected: Holmes Creek, Facility Carried by Structure: O Bonifay Chipley
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 10, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2021, Underwater Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 614118, Location: 2 Mi N of Old Bonifay Rd (Lat: 30.820383, Lng: -85.589975), Route carried "on" structure: County highway , Year Built: 1981, Status: Posted for load, Structure Length: 1.76m (5.77ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 87 (year 2042), Features Intersected: Gum Creek, Facility Carried by Structure: Carr Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.259, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.7m (15.4ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Serious, Channel: Good, Operating Rating: 9.1 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Deck Structure Type: Wood or Timber
Structure Number: 614118, Location: 2 Mi N of Old Bonifay Rd (Lat: 30.820383, Lng: -85.589975), Route carried "on" structure: County highway , Year Built: 1981, Status: Posted for load, Structure Length: 1.76m (5.77ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 87 (year 2042), Features Intersected: Gum Creek, Facility Carried by Structure: Carr Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.259, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.7m (15.4ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Serious, Channel: Good, Operating Rating: 9.1 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Deck Structure Type: Wood or Timber
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Structure Number: 614128, Location: 0.85Mi N Duncan Comm Rd (Lat: 30.722075, Lng: -85.575917), Route carried "on" structure: County highway , Year Built: 1979, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 87 (year 2042), Features Intersected: Brock Mill Branch, Facility Carried by Structure: Buddy Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.368, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.7m (15.4ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Serious, Channel: Poor, Operating Rating: 7.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Deck Structure Type: Wood or Timber
Structure Number: 614128, Location: 0.85Mi N Duncan Comm Rd (Lat: 30.722075, Lng: -85.575917), Route carried "on" structure: County highway , Year Built: 1979, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 87 (year 2042), Features Intersected: Brock Mill Branch, Facility Carried by Structure: Buddy Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.368, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.7m (15.4ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Serious, Channel: Poor, Operating Rating: 7.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Deck Structure Type: Wood or Timber
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Structure Number: 61413, Location: 0.6 Mi South of CR 276 (Lat: 30.696783, Lng: -85.534097), Route carried "on" structure: County highway , Year Built: 1979, Year Reconstructed: 2018, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 87 (year 2042), Features Intersected: Flat Creek, Facility Carried by Structure: Johns Way Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.798, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, 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: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Underwater Inspection Date: Febuary 2022, Other Special Inspection Date: Febuary 2022, Deck Structure Type: Wood or Timber
Structure Number: 61413, Location: 0.6 Mi South of CR 276 (Lat: 30.696783, Lng: -85.534097), Route carried "on" structure: County highway , Year Built: 1979, Year Reconstructed: 2018, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 87 (year 2042), Features Intersected: Flat Creek, Facility Carried by Structure: Johns Way Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.798, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, 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: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Underwater Inspection Date: Febuary 2022, Other Special Inspection Date: Febuary 2022, Deck Structure Type: Wood or Timber
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Structure Number: 614137, Location: 0.85 Mi West of Hwy 77 (Lat: 30.815653, Lng: -85.547950), Route carried "on" structure: County highway , Year Built: 1979, Status: Posted for load, Structure Length: 2.67m (8.76ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 87 (year 2042), Design Load: H 10, Features Intersected: Alligator Creek, Facility Carried by Structure: Williams Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.985, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.0m (16.4ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 4.8m (15.7ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Serious, Channel: Fair, Operating Rating: 15.3 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: High priority of corrective action, 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: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 6 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: November 2021, Underwater Inspection Date: November 2021, Other Special Inspection Date: November 2021, Deck Structure Type: Wood or Timber
Structure Number: 614137, Location: 0.85 Mi West of Hwy 77 (Lat: 30.815653, Lng: -85.547950), Route carried "on" structure: County highway , Year Built: 1979, Status: Posted for load, Structure Length: 2.67m (8.76ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 87 (year 2042), Design Load: H 10, Features Intersected: Alligator Creek, Facility Carried by Structure: Williams Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.985, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.0m (16.4ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 4.8m (15.7ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Serious, Channel: Fair, Operating Rating: 15.3 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: High priority of corrective action, 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: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 6 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: November 2021, Underwater Inspection Date: November 2021, Other Special Inspection Date: November 2021, Deck Structure Type: Wood or Timber
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Structure Number: 614145, Location: 1.29MI North of US 90 (Lat: 30.791500, Lng: -85.562811), Route carried "on" structure: County highway 166, Year Built: 2008, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 600 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,041 (year 2042), Design Load: HL 93, Features Intersected: Alligator Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.422, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Inventory Rating: 68.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2020, Underwater Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 614145, Location: 1.29MI North of US 90 (Lat: 30.791500, Lng: -85.562811), Route carried "on" structure: County highway 166, Year Built: 2008, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 600 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,041 (year 2042), Design Load: HL 93, Features Intersected: Alligator Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.422, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Inventory Rating: 68.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2020, Underwater Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 614158, Location: 0.13 mi S of Clayton Rd (Lat: 30.703806, Lng: -85.517194), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 72 (year 2020), Average Future Daily Traffic: 80 (year 2042), Design Load: HL 93, Features Intersected: Flat Creek, Facility Carried by Structure: Farrell Nelson Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.123, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.1m (13.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: March 2020
Structure Number: 614158, Location: 0.13 mi S of Clayton Rd (Lat: 30.703806, Lng: -85.517194), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 72 (year 2020), Average Future Daily Traffic: 80 (year 2042), Design Load: HL 93, Features Intersected: Flat Creek, Facility Carried by Structure: Farrell Nelson Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.123, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.1m (13.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: March 2020
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Structure Number: 614162, Location: 0.24Mi E of East Plum Ave (Lat: 30.794444, Lng: -85.528833), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 60 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 104 (year 2042), Design Load: HL 93, Features Intersected: Helms Branch, Facility Carried by Structure: Merry Acres Dr.
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.398, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 614162, Location: 0.24Mi E of East Plum Ave (Lat: 30.794444, Lng: -85.528833), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 60 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 104 (year 2042), Design Load: HL 93, Features Intersected: Helms Branch, Facility Carried by Structure: Merry Acres Dr.
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.398, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 614163, Location: 0.2 Mi South of CR276 (Lat: 30.695889, Lng: -85.550944), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 174 (year 2042), Design Load: HL 93, Features Intersected: Flat Creek, Facility Carried by Structure: Gainer Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.807, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 46.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal 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: 614163, Location: 0.2 Mi South of CR276 (Lat: 30.695889, Lng: -85.550944), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 174 (year 2042), Design Load: HL 93, Features Intersected: Flat Creek, Facility Carried by Structure: Gainer Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.807, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 46.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal 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: 610067, Location: 0.8MI East of SR77 (Lat: 30.746389, Lng: -85.537500), Route carried "under" structure: Interstate 10, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 16,806 (year 2020), Truck Traffic: 33%, Features Intersected: I10 SR8, Facility Carried by Structure: CR77A
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 28.495, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
Structure Number: 610067, Location: 0.8MI East of SR77 (Lat: 30.746389, Lng: -85.537500), Route carried "under" structure: Interstate 10, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 16,806 (year 2020), Truck Traffic: 33%, Features Intersected: I10 SR8, Facility Carried by Structure: CR77A
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 28.495, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
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Structure Number: 610068, Location: 2.5Mi. East of SR77 (Lat: 30.746411, Lng: -85.509908), Route carried "under" structure: Interstate 10, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 16,806 (year 2020), Truck Traffic: 33%, Features Intersected: I10 SR8, Facility Carried by Structure: CR273
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 31.154, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
Structure Number: 610068, Location: 2.5Mi. East of SR77 (Lat: 30.746411, Lng: -85.509908), Route carried "under" structure: Interstate 10, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 16,806 (year 2020), Truck Traffic: 33%, Features Intersected: I10 SR8, Facility Carried by Structure: CR273
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 31.154, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
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Structure Number: 610069, Location: 1.9mi West Of SR77 (Lat: 30.752186, Lng: -85.584678), Route carried "under" structure: Interstate 10, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 18,300 (year 2020), Truck Traffic: 35%, Features Intersected: I10 SR8, Facility Carried by Structure: SR277
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 23.910, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)
Structure Number: 610069, Location: 1.9mi West Of SR77 (Lat: 30.752186, Lng: -85.584678), Route carried "under" structure: Interstate 10, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 18,300 (year 2020), Truck Traffic: 35%, Features Intersected: I10 SR8, Facility Carried by Structure: SR277
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 23.910, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)
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Structure Number: 61007, Location: 2.5Mi. S of US90 SR10 (Lat: 30.748064, Lng: -85.551728), Route carried "under" structure: State highway 77, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 11,800 (year 2020), Truck Traffic: 10%, Features Intersected: SR77, Facility Carried by Structure: I10 SR8
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 38.314, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.7m (71.2ft)
Structure Number: 61007, Location: 2.5Mi. S of US90 SR10 (Lat: 30.748064, Lng: -85.551728), Route carried "under" structure: State highway 77, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 11,800 (year 2020), Truck Traffic: 10%, Features Intersected: SR77, Facility Carried by Structure: I10 SR8
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 38.314, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.7m (71.2ft)
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Structure Number: 610071, Location: 2.5mi. S of US90 SR10 (Lat: 30.747842, Lng: -85.551856), Route carried "under" structure: State highway 77, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 11,800 (year 2020), Truck Traffic: 10%, Features Intersected: SR77, Facility Carried by Structure: I10 SR8
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 38.285, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.7m (71.2ft)
Structure Number: 610071, Location: 2.5mi. S of US90 SR10 (Lat: 30.747842, Lng: -85.551856), Route carried "under" structure: State highway 77, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 11,800 (year 2020), Truck Traffic: 10%, Features Intersected: SR77, Facility Carried by Structure: I10 SR8
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 38.285, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.7m (71.2ft)