Bridge Statistics for Molino, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 233ft / 71.3mTotal length
- 63,698Total average daily traffic
- 7,067Total average daily truck traffic
- 110,516Total future (year 2042) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Molino
- No street view available for this location
- New bridges - historical statistics
- 31950-1959
- 71960-1969
- 31970-1979
- 11990-1999
- 72010-2019
- Bridge Condition - Deck
- 21.4%Very good
- 21.4%Good
- 42.9%Satisfactory
- 14.3%Fair
- Bridge Condition - Superstructure
- 21.4%Very good
- 28.6%Good
- 35.7%Satisfactory
- 14.3%Fair
- Bridge Condition - Substructure
- 21.4%Very good
- 14.3%Good
- 50.0%Satisfactory
- 14.3%Fair
- Bridge Condition - Channel
- 14.3%Excellent
- 38.1%Good
- 38.1%Satisfactory
- 9.5%Fair
- Bridge Condition - Culverts
- 57.1%Good
- 28.6%Satisfactory
- 14.3%Poor
Find on map >> Show street view
Structure Number: 480009, Location: 3.0MI North of SR97 (Lat: 30.775633, Lng: -87.339117), Route carried "on" structure: US 29, Year Built: 1960, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 3,524 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 6,113 (year 2042), Design Load: HS 20, Features Intersected: Pine Barren Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.997, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 16, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2021, Underwater Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 480009, Location: 3.0MI North of SR97 (Lat: 30.775633, Lng: -87.339117), Route carried "on" structure: US 29, Year Built: 1960, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 3,524 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 6,113 (year 2042), Design Load: HS 20, Features Intersected: Pine Barren Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.997, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 16, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2021, Underwater Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 480044, Location: 0.5Mi E of Rocky Branch R (Lat: 30.665972, Lng: -87.283642), Route carried "on" structure: County highway 184, Year Built: 1957, Status: Open, Structure Length: 24.14m (79.20ft), Average Daily Traffic: 5,900 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 10,237 (year 2042), Features Intersected: Escambia River Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.893, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 22, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 480044, Location: 0.5Mi E of Rocky Branch R (Lat: 30.665972, Lng: -87.283642), Route carried "on" structure: County highway 184, Year Built: 1957, Status: Open, Structure Length: 24.14m (79.20ft), Average Daily Traffic: 5,900 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 10,237 (year 2042), Features Intersected: Escambia River Relief
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.893, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 22, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 480049, Location: 1.0 Miles S. of SR97 (Lat: 30.715458, Lng: -87.349869), Route carried "on" structure: US 29, Year Built: 1971, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 15,500 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 26,892 (year 2042), Design Load: HS 20+Mod, Features Intersected: Dry Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.156, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.9 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, 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: April 2020, Underwater Inspection Date: April 2020
Structure Number: 480049, Location: 1.0 Miles S. of SR97 (Lat: 30.715458, Lng: -87.349869), Route carried "on" structure: US 29, Year Built: 1971, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 15,500 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 26,892 (year 2042), Design Load: HS 20+Mod, Features Intersected: Dry Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.156, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.9 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, 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: April 2020, Underwater Inspection Date: April 2020
Find on map >> Show street view
Structure Number: 480087, Location: 0.3 Mi W of SR 29 (Lat: 30.680556, Lng: -87.356694), Route carried "on" structure: County highway 196, Year Built: 1973, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 1,900 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,297 (year 2042), Features Intersected: Cowdevil Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.667, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.7m (25.3ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.6m (8.5ft)
Condition: Channel: Good, Culverts: Poor, Inventory Rating: 73.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Underwater Inspection Date: July 2021, Other Special Inspection Date: July 2021
Structure Number: 480087, Location: 0.3 Mi W of SR 29 (Lat: 30.680556, Lng: -87.356694), Route carried "on" structure: County highway 196, Year Built: 1973, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 1,900 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,297 (year 2042), Features Intersected: Cowdevil Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.667, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.7m (25.3ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.6m (8.5ft)
Condition: Channel: Good, Culverts: Poor, Inventory Rating: 73.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Underwater Inspection Date: July 2021, Other Special Inspection Date: July 2021
Find on map >> Show street view
Structure Number: 480116, Location: 0.40 Mi West of SR 29 (Lat: 30.717150, Lng: -87.356547), Route carried "on" structure: County highway 182, Year Built: 1959, Status: Open, Structure Length: 1.42m (4.66ft), Average Daily Traffic: 2,000 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,470 (year 2042), Features Intersected: Dry Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.778, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.8m (15.7ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 53.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 480116, Location: 0.40 Mi West of SR 29 (Lat: 30.717150, Lng: -87.356547), Route carried "on" structure: County highway 182, Year Built: 1959, Status: Open, Structure Length: 1.42m (4.66ft), Average Daily Traffic: 2,000 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,470 (year 2042), Features Intersected: Dry Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.778, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.8m (15.7ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 53.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Find on map >> Show street view
Structure Number: 480155, Location: 3.0M North of SR97 (Lat: 30.775608, Lng: -87.338919), Route carried "on" structure: US 29, Year Built: 1976, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 3,524 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 6,113 (year 2042), Design Load: HS 20, Features Intersected: Pine Barren Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.997, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 16, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2021, Underwater Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 480155, Location: 3.0M North of SR97 (Lat: 30.775608, Lng: -87.338919), Route carried "on" structure: US 29, Year Built: 1976, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 3,524 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 6,113 (year 2042), Design Load: HS 20, Features Intersected: Pine Barren Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.997, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 16, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2021, Underwater Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 480176, Location: 0.16Mi E of Rocky Branch (Lat: 30.664361, Lng: -87.289917), Route carried "on" structure: County highway 184, Year Built: 1956, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 5,900 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 10,237 (year 2042), Features Intersected: Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.417, 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: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 480176, Location: 0.16Mi E of Rocky Branch (Lat: 30.664361, Lng: -87.289917), Route carried "on" structure: County highway 184, Year Built: 1956, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 5,900 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 10,237 (year 2042), Features Intersected: Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.417, 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: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Find on map >> Show street view
Structure Number: 480186, Location: 2.5 MI N of Cantonment (Lat: 30.655083, Lng: -87.351833), Route carried "on" structure: US 29, Year Built: 1996, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 19,600 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 34,006 (year 2042), Design Load: HS 20, Features Intersected: Jacks Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.465, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2020, Underwater Inspection Date: April 2020
Structure Number: 480186, Location: 2.5 MI N of Cantonment (Lat: 30.655083, Lng: -87.351833), Route carried "on" structure: US 29, Year Built: 1996, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 19,600 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 34,006 (year 2042), Design Load: HS 20, Features Intersected: Jacks Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.465, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2020, Underwater Inspection Date: April 2020
Find on map >> Show street view
Structure Number: 484032, Location: 0.9 Mi North of CR 182 (Lat: 30.718503, Lng: -87.358361), Route carried "on" structure: County highway , Year Built: 1967, Status: Posted for load, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 260 (year 2042), Features Intersected: Dry Creek, Facility Carried by Structure: Chestnut Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.767, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Excellent, Operating Rating: 30.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Other Special Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 484032, Location: 0.9 Mi North of CR 182 (Lat: 30.718503, Lng: -87.358361), Route carried "on" structure: County highway , Year Built: 1967, Status: Posted for load, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 260 (year 2042), Features Intersected: Dry Creek, Facility Carried by Structure: Chestnut Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.767, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Excellent, Operating Rating: 30.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Other Special Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 484037, Location: 0.1 Mi East of US 29 (Lat: 30.724267, Lng: -87.348236), Route carried "on" structure: County highway , Year Built: 1967, Status: Posted for load, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 868 (year 2042), Features Intersected: Jack's Branch, Facility Carried by Structure: Bet Raines Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.114, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 20.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 484037, Location: 0.1 Mi East of US 29 (Lat: 30.724267, Lng: -87.348236), Route carried "on" structure: County highway , Year Built: 1967, Status: Posted for load, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 868 (year 2042), Features Intersected: Jack's Branch, Facility Carried by Structure: Bet Raines Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.114, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 20.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 484038, Location: 1.5 Mi North of CR 196 (Lat: 30.702181, Lng: -87.342092), Route carried "on" structure: County highway , Year Built: 1965, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 200 (year 2020), Average Future Daily Traffic: 347 (year 2042), Features Intersected: Branch of Jacks Branch, Facility Carried by Structure: Schaag Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.427, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 17.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Other Special Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 484038, Location: 1.5 Mi North of CR 196 (Lat: 30.702181, Lng: -87.342092), Route carried "on" structure: County highway , Year Built: 1965, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 200 (year 2020), Average Future Daily Traffic: 347 (year 2042), Features Intersected: Branch of Jacks Branch, Facility Carried by Structure: Schaag Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.427, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 17.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Other Special Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 484039, Location: 0.35Mi West of CR 95A (Lat: 30.706089, Lng: -87.339036), Route carried "on" structure: County highway , Year Built: 1965, Status: Posted for load, Structure Length: 2.34m (7.68ft), Average Daily Traffic: 200 (year 2022), Average Future Daily Traffic: 347 (year 2042), Features Intersected: Jack's Branch, Facility Carried by Structure: Schaag Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.088, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 10.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 7.3 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: > 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Other Special Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 484039, Location: 0.35Mi West of CR 95A (Lat: 30.706089, Lng: -87.339036), Route carried "on" structure: County highway , Year Built: 1965, Status: Posted for load, Structure Length: 2.34m (7.68ft), Average Daily Traffic: 200 (year 2022), Average Future Daily Traffic: 347 (year 2042), Features Intersected: Jack's Branch, Facility Carried by Structure: Schaag Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.088, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 10.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 7.3 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: > 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Other Special Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 48404, Location: 0.25Mi South of Jahaza Rd (Lat: 30.717603, Lng: -87.318708), Route carried "on" structure: County highway , Year Built: 1966, Status: Posted for load-capacity, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 260 (year 2042), Features Intersected: Wilder Branch, Facility Carried by Structure: Cedartown Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.461, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2020, Underwater Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 48404, Location: 0.25Mi South of Jahaza Rd (Lat: 30.717603, Lng: -87.318708), Route carried "on" structure: County highway , Year Built: 1966, Status: Posted for load-capacity, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 260 (year 2042), Features Intersected: Wilder Branch, Facility Carried by Structure: Cedartown Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.461, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2020, Underwater Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 484041, Location: 1.22 Mi N of Main St (Lat: 30.717000, Lng: -87.312889), Route carried "on" structure: County highway , Year Built: 1966, Status: Posted for load, Structure Length: 1.38m (4.53ft), Average Daily Traffic: 250 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 434 (year 2042), Features Intersected: Wilder Branch, Facility Carried by Structure: Fairground Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.383, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.8m (15.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 23.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 484041, Location: 1.22 Mi N of Main St (Lat: 30.717000, Lng: -87.312889), Route carried "on" structure: County highway , Year Built: 1966, Status: Posted for load, Structure Length: 1.38m (4.53ft), Average Daily Traffic: 250 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 434 (year 2042), Features Intersected: Wilder Branch, Facility Carried by Structure: Fairground Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.383, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.8m (15.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 23.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 484241, Location: 0.17Mi N of CR 182 (Lat: 30.727444, Lng: -87.316000), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 2.30m (7.55ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 87 (year 2042), Design Load: HL 93, Features Intersected: Unnamed Branch, Facility Carried by Structure: Brickyard Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.249, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.2m (33.5ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 484241, Location: 0.17Mi N of CR 182 (Lat: 30.727444, Lng: -87.316000), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 2.30m (7.55ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 87 (year 2042), Design Load: HL 93, Features Intersected: Unnamed Branch, Facility Carried by Structure: Brickyard Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.249, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.2m (33.5ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 484243, Location: 0.2 Mi North of CR 184 (Lat: 30.666667, Lng: -87.292444), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 100 (year 2021), Average Future Daily Traffic: 174 (year 2042), Design Load: HL 93, Features Intersected: Rocky Branch, Facility Carried by Structure: Rocky Branch Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.319, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.3 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 484243, Location: 0.2 Mi North of CR 184 (Lat: 30.666667, Lng: -87.292444), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 100 (year 2021), Average Future Daily Traffic: 174 (year 2042), Design Load: HL 93, Features Intersected: Rocky Branch, Facility Carried by Structure: Rocky Branch Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.319, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.3 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2021, Underwater Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 484246, Location: 1.1 Mi SW of SR 97 (Lat: 30.746444, Lng: -87.387028), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 87 (year 2042), Design Load: HL 93, Features Intersected: Unnamed Branch, Facility Carried by Structure: Sunshine Hill Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.722, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior 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, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 484246, Location: 1.1 Mi SW of SR 97 (Lat: 30.746444, Lng: -87.387028), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 87 (year 2042), Design Load: HL 93, Features Intersected: Unnamed Branch, Facility Carried by Structure: Sunshine Hill Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.722, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior 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, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 48425, Location: 0.5 Mi North of Molino Rd (Lat: 30.730889, Lng: -87.319528), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 150 (year 2021), Average Future Daily Traffic: 260 (year 2042), Design Load: HL 93, Features Intersected: Big Branch, Facility Carried by Structure: Brickyard Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.808, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.5 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2021, Underwater Inspection Date: July 2021
Structure Number: 48425, Location: 0.5 Mi North of Molino Rd (Lat: 30.730889, Lng: -87.319528), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 150 (year 2021), Average Future Daily Traffic: 260 (year 2042), Design Load: HL 93, Features Intersected: Big Branch, Facility Carried by Structure: Brickyard Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.808, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.5 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2021, Underwater Inspection Date: July 2021
Find on map >> Show street view
Structure Number: 484251, Location: 1.3 Mi North of Molino Rd (Lat: 30.742472, Lng: -87.321139), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 150 (year 2021), Average Future Daily Traffic: 260 (year 2042), Design Load: HL 93, Features Intersected: Unnamed Branch, Facility Carried by Structure: Brickyard Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.202, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.5 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2021, Underwater Inspection Date: July 2021
Structure Number: 484251, Location: 1.3 Mi North of Molino Rd (Lat: 30.742472, Lng: -87.321139), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 150 (year 2021), Average Future Daily Traffic: 260 (year 2042), Design Load: HL 93, Features Intersected: Unnamed Branch, Facility Carried by Structure: Brickyard Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.202, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.5 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2021, Underwater Inspection Date: July 2021
Find on map >> Show street view
Structure Number: 484259, Location: 1.5 Mi East of SR-95 (Lat: 30.678972, Lng: -87.325222), Route carried "on" structure: County highway 196, Year Built: 2018, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 1,900 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,297 (year 2042), Design Load: HL 93, Features Intersected: Jacks Branch
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 7.686, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: 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: September 2020, Underwater Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 484259, Location: 1.5 Mi East of SR-95 (Lat: 30.678972, Lng: -87.325222), Route carried "on" structure: County highway 196, Year Built: 2018, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 1,900 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,297 (year 2042), Design Load: HL 93, Features Intersected: Jacks Branch
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 7.686, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: 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: September 2020, Underwater Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 484267, Location: 2.3 Mi W of SR 95 US 29 (Lat: 30.717972, Lng: -87.389250), Route carried "on" structure: County highway 182, Year Built: 2017, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 2,000 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,470 (year 2042), Design Load: HL 93, Features Intersected: Penasula Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.646, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable 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: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 484267, Location: 2.3 Mi W of SR 95 US 29 (Lat: 30.717972, Lng: -87.389250), Route carried "on" structure: County highway 182, Year Built: 2017, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 2,000 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,470 (year 2042), Design Load: HL 93, Features Intersected: Penasula Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.646, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable 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: November 2021, Deck Structure Type: Concrete Cast-file-Place