Bridge Statistics for Milton, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 210ft / 63.7mTotal length
- 165,500Total average daily traffic
- 12,254Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Milton
- No street view available for this location
- New bridges - historical statistics
- 31950-1959
- 11960-1969
- 11970-1979
- 11980-1989
- 11990-1999
- 22000-2009
- 32010-2019
- Bridge Condition - Deck
- 11.1%Very good
- 66.7%Good
- 22.2%Satisfactory
- Bridge Condition - Superstructure
- 33.3%Very good
- 44.4%Good
- 11.1%Satisfactory
- 11.1%Fair
- Bridge Condition - Substructure
- 22.2%Very good
- 22.2%Good
- 22.2%Satisfactory
- 22.2%Fair
- 11.1%Poor
- Bridge Condition - Channel
- 22.2%Very good
- 55.6%Good
- 22.2%Satisfactory
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Structure Number: 580011, Location: 1.0mi West of SR89 (Lat: 30.607628, Lng: -87.061853), Route carried "on" structure: US 90, Year Built: 1950, Status: Open, Structure Length: 11.09m (36.38ft), Average Daily Traffic: 17,000 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 29,495 (year 2042), Design Load: HS 20, Features Intersected: Pond Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.216, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 60.8 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: 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: July 2020, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 580011, Location: 1.0mi West of SR89 (Lat: 30.607628, Lng: -87.061853), Route carried "on" structure: US 90, Year Built: 1950, Status: Open, Structure Length: 11.09m (36.38ft), Average Daily Traffic: 17,000 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 29,495 (year 2042), Design Load: HS 20, Features Intersected: Pond Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.216, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 60.8 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: 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: July 2020, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 58003, Location: 0.75Mi North of I-10W (Lat: 30.602108, Lng: -87.007608), Route carried "on" structure: County highway 89, Year Built: 1950, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 4,600 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 7,981 (year 2042), Design Load: HS 20, Features Intersected: Pelican Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, 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: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Good, Operating Rating: 52.6 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: Meets minimum limits, Deck Geometry: High priority of replacement, 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 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Underwater Inspection Date: July 2021, Other Special Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 58003, Location: 0.75Mi North of I-10W (Lat: 30.602108, Lng: -87.007608), Route carried "on" structure: County highway 89, Year Built: 1950, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 4,600 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 7,981 (year 2042), Design Load: HS 20, Features Intersected: Pelican Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, 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: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Good, Operating Rating: 52.6 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: Meets minimum limits, Deck Geometry: High priority of replacement, 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 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Underwater Inspection Date: July 2021, Other Special Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 58005, Location: 0.9mi. North of US90 (Lat: 30.628528, Lng: -87.056194), Route carried "on" structure: State highway 89, Year Built: 1963, Year Reconstructed: 2003, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 18,100 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 31,404 (year 2042), Design Load: HS 20, Features Intersected: Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.427, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 12 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.5m (8.2ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: June 2020
Structure Number: 58005, Location: 0.9mi. North of US90 (Lat: 30.628528, Lng: -87.056194), Route carried "on" structure: State highway 89, Year Built: 1963, Year Reconstructed: 2003, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 18,100 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 31,404 (year 2042), Design Load: HS 20, Features Intersected: Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.427, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 12 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.5m (8.2ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: June 2020
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Structure Number: 580066, Location: 1.0mi West of SR89 (Lat: 30.607533, Lng: -87.061769), Route carried "on" structure: US 90, Year Built: 1958, Status: Open, Structure Length: 11.09m (36.38ft), Average Daily Traffic: 17,000 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 29,495 (year 2042), Design Load: H 20, Features Intersected: Pond Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.216, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 43.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: July 2020, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 580066, Location: 1.0mi West of SR89 (Lat: 30.607533, Lng: -87.061769), Route carried "on" structure: US 90, Year Built: 1958, Status: Open, Structure Length: 11.09m (36.38ft), Average Daily Traffic: 17,000 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 29,495 (year 2042), Design Load: H 20, Features Intersected: Pond Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.216, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 43.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: July 2020, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 580093, Location: 0.3mi North of US90 SR10 (Lat: 30.626472, Lng: -87.043167), Route carried "on" structure: State highway 87, Year Built: 1976, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 17,000 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 29,495 (year 2042), Design Load: HS 20, Features Intersected: Wright Basin
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: July 2020
Structure Number: 580093, Location: 0.3mi North of US90 SR10 (Lat: 30.626472, Lng: -87.043167), Route carried "on" structure: State highway 87, Year Built: 1976, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 17,000 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 29,495 (year 2042), Design Load: HS 20, Features Intersected: Wright Basin
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: July 2020
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Structure Number: 580098, Location: 0.5 Miles East Of SR87 (Lat: 30.623906, Lng: -87.035158), Route carried "on" structure: US 90, Year Built: 1986, Status: Open, Structure Length: 18.29m (60.01ft), Average Daily Traffic: 21,500 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 37,302 (year 2042), Design Load: HS 20, Features Intersected: Blackwater River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.500, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 15, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2020, Underwater Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 580098, Location: 0.5 Miles East Of SR87 (Lat: 30.623906, Lng: -87.035158), Route carried "on" structure: US 90, Year Built: 1986, Status: Open, Structure Length: 18.29m (60.01ft), Average Daily Traffic: 21,500 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 37,302 (year 2042), Design Load: HS 20, Features Intersected: Blackwater River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.500, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 15, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2020, Underwater Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 580175, Location: 1.4 Miles East of SR87N (Lat: 30.625997, Lng: -87.022856), Route carried "on" structure: US 90, Year Built: 2003, Status: Open, Structure Length: 4.90m (16.08ft), Average Daily Traffic: 21,500 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 37,302 (year 2042), Design Load: HS 15, Features Intersected: FG&A RR & Old Spanish Tr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.986, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 24 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.5m (80.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 67.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable 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: 580175, Location: 1.4 Miles East of SR87N (Lat: 30.625997, Lng: -87.022856), Route carried "on" structure: US 90, Year Built: 2003, Status: Open, Structure Length: 4.90m (16.08ft), Average Daily Traffic: 21,500 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 37,302 (year 2042), Design Load: HS 15, Features Intersected: FG&A RR & Old Spanish Tr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.986, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 24 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.5m (80.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 67.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable 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
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Structure Number: 580186, Location: 0.84Mi North WB I10 (Lat: 30.569444, Lng: -87.086944), Route carried "on" structure: State highway 281, Year Built: 2014, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 24,500 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 42,508 (year 2042), Design Load: HL 93, Features Intersected: FG&A RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.025, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 22 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 580186, Location: 0.84Mi North WB I10 (Lat: 30.569444, Lng: -87.086944), Route carried "on" structure: State highway 281, Year Built: 2014, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 24,500 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 42,508 (year 2042), Design Load: HL 93, Features Intersected: FG&A RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.025, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 22 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 580209, Location: 0.5Mi E of CR191 (Lat: 30.627806, Lng: -87.029500), Route carried "on" structure: US 90, Year Built: 2015, Status: Open, Structure Length: 9.02m (29.59ft), Average Daily Traffic: 21,500 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 37,302 (year 2042), Design Load: HL 93, Features Intersected: Marquis Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.278, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 46.7 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: Meets minimum limits, 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 Cast-file-Place
Structure Number: 580209, Location: 0.5Mi E of CR191 (Lat: 30.627806, Lng: -87.029500), Route carried "on" structure: US 90, Year Built: 2015, Status: Open, Structure Length: 9.02m (29.59ft), Average Daily Traffic: 21,500 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 37,302 (year 2042), Design Load: HL 93, Features Intersected: Marquis Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.278, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 46.7 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: Meets minimum limits, 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 Cast-file-Place
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Structure Number: 584238, Location: 0.11Mi N of Berryhill Rd. (Lat: 30.625750, Lng: -87.037472), Route carried "on" structure: City street 191, Year Built: 2019, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 2,100 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 3,644 (year 2042), Features Intersected: Collins Mill Creek, Facility Carried by Structure: Broad Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.314, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Inventory Rating: 80.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, 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 Precast Panels
Structure Number: 584238, Location: 0.11Mi N of Berryhill Rd. (Lat: 30.625750, Lng: -87.037472), Route carried "on" structure: City street 191, Year Built: 2019, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 2,100 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 3,644 (year 2042), Features Intersected: Collins Mill Creek, Facility Carried by Structure: Broad Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.314, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Inventory Rating: 80.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, 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 Precast Panels
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Structure Number: 585001, Location: 0.08 Mi N of Berryhill St (Lat: 30.625806, Lng: -87.038306), Route carried "on" structure: City street , Year Built: 1992, Status: Posted for load, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 868 (year 2042), Features Intersected: Collins Creek, Facility Carried by Structure: Conecuh Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.140, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.5m (14.8ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.2 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: > 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Deck Structure Type: Wood or Timber
Structure Number: 585001, Location: 0.08 Mi N of Berryhill St (Lat: 30.625806, Lng: -87.038306), Route carried "on" structure: City street , Year Built: 1992, Status: Posted for load, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 868 (year 2042), Features Intersected: Collins Creek, Facility Carried by Structure: Conecuh Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.140, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.5m (14.8ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.2 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: > 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Deck Structure Type: Wood or Timber
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Structure Number: 580175, Location: 1.4 Miles East of SR87N (Lat: 30.625997, Lng: -87.022856), Route carried "under" structure: City street , Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 200 (year 2004), Truck Traffic: 1%, Features Intersected: FG&A RR & Old Spanish Tr, Facility Carried by Structure: US90 SR10
Minimum Vertical Clearance: 5.52m (18.11ft), Kilometerpoint: 0.002, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.5m (80.4ft)
Structure Number: 580175, Location: 1.4 Miles East of SR87N (Lat: 30.625997, Lng: -87.022856), Route carried "under" structure: City street , Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 200 (year 2004), Truck Traffic: 1%, Features Intersected: FG&A RR & Old Spanish Tr, Facility Carried by Structure: US90 SR10
Minimum Vertical Clearance: 5.52m (18.11ft), Kilometerpoint: 0.002, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.5m (80.4ft)