Bridge Statistics for Mobile, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 342Number of bridges
- 17,884ft / 5,451mTotal length
- $2,276,753,000Total costs
- 5,331,403Total average daily traffic
- 449,063Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Mobile
- No street view available for this location
- New bridges - historical statistics
- 51920-1929
- 131930-1939
- 21940-1949
- 181950-1959
- 941960-1969
- 701970-1979
- 361980-1989
- 731990-1999
- 192000-2009
- 102010-2019
- 22020-2022
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 51970-1979
- 231980-1989
- 31990-1999
- 22000-2009
- Bridge Condition - Deck
- 0.8%Excellent
- 4.2%Very good
- 13.4%Good
- 47.9%Satisfactory
- 31.9%Fair
- 1.7%Poor
- Bridge Condition - Superstructure
- 9.2%Very good
- 20.2%Good
- 31.9%Satisfactory
- 36.1%Fair
- 1.7%Poor
- 0.8%Serious
- Bridge Condition - Substructure
- 5.0%Very good
- 23.5%Good
- 34.5%Satisfactory
- 32.8%Fair
- 2.5%Poor
- 1.7%Serious
- 0.8%Critical
- Bridge Condition - Channel
- 11.6%Very good
- 39.2%Good
- 39.2%Satisfactory
- 9.0%Fair
- 1.0%Poor
- Bridge Condition - Culverts
- 13.8%Good
- 50.9%Satisfactory
- 35.3%Fair
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Structure Number: 11161, Location: 0.8 MI N HAMILTON BLVD (Lat: 30.561561, Lng: -88.160808), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 334 (year 2021), Truck Traffic: 50%, Average Future Daily Traffic: 497 (year 2041), Design Load: H 15, Features Intersected: RABBIT CREEK, Facility Carried by Structure: TODD ACRES DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.800, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.27m (20.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,161,000, Roadway Improvement Cost: $116,000, Total Project Cost: $1,277,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 11161, Location: 0.8 MI N HAMILTON BLVD (Lat: 30.561561, Lng: -88.160808), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 334 (year 2021), Truck Traffic: 50%, Average Future Daily Traffic: 497 (year 2041), Design Load: H 15, Features Intersected: RABBIT CREEK, Facility Carried by Structure: TODD ACRES DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.800, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.27m (20.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,161,000, Roadway Improvement Cost: $116,000, Total Project Cost: $1,277,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 11259, Location: 300' S STAPLES RD (Lat: 30.588533, Lng: -88.102836), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 870 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 1,297 (year 2041), Design Load: H 15, Features Intersected: PERCH CREEK, Facility Carried by Structure: ALBA CLUB RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $368,000, Roadway Improvement Cost: $37,000, Total Project Cost: $405,000 ( Estimate for 2022)
Structure Number: 11259, Location: 300' S STAPLES RD (Lat: 30.588533, Lng: -88.102836), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 870 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 1,297 (year 2041), Design Load: H 15, Features Intersected: PERCH CREEK, Facility Carried by Structure: ALBA CLUB RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $368,000, Roadway Improvement Cost: $37,000, Total Project Cost: $405,000 ( Estimate for 2022)
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Structure Number: 11263, Location: 0.2 MI N AIRPORT BLVD. (Lat: 30.678736, Lng: -88.097794), Route carried "on" structure: City street , Year Built: 1974, Year Reconstructed: 2000, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 2,527 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 3,765 (year 2042), Design Load: H 15, Features Intersected: WOODCOCK BRANCH, Facility Carried by Structure: MT. ISLAND DR E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 66.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $573,000, Roadway Improvement Cost: $57,000, Total Project Cost: $630,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11263, Location: 0.2 MI N AIRPORT BLVD. (Lat: 30.678736, Lng: -88.097794), Route carried "on" structure: City street , Year Built: 1974, Year Reconstructed: 2000, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 2,527 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 3,765 (year 2042), Design Load: H 15, Features Intersected: WOODCOCK BRANCH, Facility Carried by Structure: MT. ISLAND DR E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 66.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $573,000, Roadway Improvement Cost: $57,000, Total Project Cost: $630,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11353, Location: 3.3 MI N E US 43 (Lat: 30.903292, Lng: -88.003047), Route carried "on" structure: Interstate 65, Year Built: 1975, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 24,693 (year 2018), Truck Traffic: 28%, Average Future Daily Traffic: 37,039 (year 2038), Design Load: HS 20, Features Intersected: JIM BELL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.312, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $2,474,000, Roadway Improvement Cost: $247,000, Total Project Cost: $2,721,000 ( Estimate for 2022)
Structure Number: 11353, Location: 3.3 MI N E US 43 (Lat: 30.903292, Lng: -88.003047), Route carried "on" structure: Interstate 65, Year Built: 1975, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 24,693 (year 2018), Truck Traffic: 28%, Average Future Daily Traffic: 37,039 (year 2038), Design Load: HS 20, Features Intersected: JIM BELL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.312, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $2,474,000, Roadway Improvement Cost: $247,000, Total Project Cost: $2,721,000 ( Estimate for 2022)
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Structure Number: 11411, Location: 0.2 MI E ALBA CLUB RD (Lat: 30.589136, Lng: -88.099772), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 4,838 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 7,209 (year 2041), Design Load: HS 20, Features Intersected: PERCH CREEK, Facility Carried by Structure: STAPLES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $396,000, Roadway Improvement Cost: $40,000, Total Project Cost: $436,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 11411, Location: 0.2 MI E ALBA CLUB RD (Lat: 30.589136, Lng: -88.099772), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 4,838 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 7,209 (year 2041), Design Load: HS 20, Features Intersected: PERCH CREEK, Facility Carried by Structure: STAPLES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $396,000, Roadway Improvement Cost: $40,000, Total Project Cost: $436,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 11432, Location: 500' E EAST ROAD (Lat: 30.646081, Lng: -88.167797), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 27,525 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 41,012 (year 2041), Design Load: H 15, Features Intersected: SPENCER BRANCH, Facility Carried by Structure: COTTAGE HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.499, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 84.1 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, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,249,000, Roadway Improvement Cost: $225,000, Total Project Cost: $2,474,000 ( Estimate for 2022)
Structure Number: 11432, Location: 500' E EAST ROAD (Lat: 30.646081, Lng: -88.167797), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 27,525 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 41,012 (year 2041), Design Load: H 15, Features Intersected: SPENCER BRANCH, Facility Carried by Structure: COTTAGE HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.499, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 84.1 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, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,249,000, Roadway Improvement Cost: $225,000, Total Project Cost: $2,474,000 ( Estimate for 2022)
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Structure Number: 11461, Location: 1102' E CODY ROAD (Lat: 30.661119, Lng: -88.203608), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 24,331 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 36,253 (year 2041), Design Load: H 15, Features Intersected: MILKHOUSE CREEK, Facility Carried by Structure: GRELOT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 86.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.51m (4.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,101,000, Roadway Improvement Cost: $110,000, Total Project Cost: $1,211,000 ( Estimate for 2022)
Structure Number: 11461, Location: 1102' E CODY ROAD (Lat: 30.661119, Lng: -88.203608), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 24,331 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 36,253 (year 2041), Design Load: H 15, Features Intersected: MILKHOUSE CREEK, Facility Carried by Structure: GRELOT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 86.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.51m (4.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,101,000, Roadway Improvement Cost: $110,000, Total Project Cost: $1,211,000 ( Estimate for 2022)
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Structure Number: 11462, Location: 1729' E CODY ROAD (Lat: 30.661111, Lng: -88.201806), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 24,331 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 35,711 (year 2041), Design Load: H 15, Features Intersected: MILKHOUSE CREEK, Facility Carried by Structure: GRELOT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,191,000, Roadway Improvement Cost: $119,000, Total Project Cost: $1,310,000 ( Estimate for 2022)
Structure Number: 11462, Location: 1729' E CODY ROAD (Lat: 30.661111, Lng: -88.201806), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 24,331 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 35,711 (year 2041), Design Load: H 15, Features Intersected: MILKHOUSE CREEK, Facility Carried by Structure: GRELOT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,191,000, Roadway Improvement Cost: $119,000, Total Project Cost: $1,310,000 ( Estimate for 2022)
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Structure Number: 11473, Location: 0.5 MI W I65 (Lat: 30.685619, Lng: -88.132939), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 23,884 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 35,587 (year 2041), Design Load: HS 20, Features Intersected: MONTLIMAR CREEK, Facility Carried by Structure: DAUPHIN ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.900, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 65.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,146,000, Roadway Improvement Cost: $115,000, Total Project Cost: $1,261,000 ( Estimate for 2022)
Structure Number: 11473, Location: 0.5 MI W I65 (Lat: 30.685619, Lng: -88.132939), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 23,884 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 35,587 (year 2041), Design Load: HS 20, Features Intersected: MONTLIMAR CREEK, Facility Carried by Structure: DAUPHIN ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.900, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 65.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,146,000, Roadway Improvement Cost: $115,000, Total Project Cost: $1,261,000 ( Estimate for 2022)
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Structure Number: 1162, Location: 150' E ALBA CLUB ROAD (Lat: 30.593958, Lng: -88.098767), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 5,270 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 7,852 (year 2040), Design Load: H 15, Features Intersected: PERCH CREEK, Facility Carried by Structure: BOYKIN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $398,000, Roadway Improvement Cost: $40,000, Total Project Cost: $438,000 ( Estimate for 2022)
Structure Number: 1162, Location: 150' E ALBA CLUB ROAD (Lat: 30.593958, Lng: -88.098767), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 5,270 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 7,852 (year 2040), Design Load: H 15, Features Intersected: PERCH CREEK, Facility Carried by Structure: BOYKIN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $398,000, Roadway Improvement Cost: $40,000, Total Project Cost: $438,000 ( Estimate for 2022)
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Structure Number: 11637, Location: 300' E US 45 (Lat: 30.726628, Lng: -88.092764), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 21 (year 2022), Average Future Daily Traffic: 31 (year 2042), Design Load: H 15, Features Intersected: TOULMIN SPRINGS, Facility Carried by Structure: GOLDEN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Channel: Very good, Culverts: Fair, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $382,000, Roadway Improvement Cost: $38,000, Total Project Cost: $420,000 ( Estimate for 2022)
Structure Number: 11637, Location: 300' E US 45 (Lat: 30.726628, Lng: -88.092764), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 21 (year 2022), Average Future Daily Traffic: 31 (year 2042), Design Load: H 15, Features Intersected: TOULMIN SPRINGS, Facility Carried by Structure: GOLDEN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Channel: Very good, Culverts: Fair, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $382,000, Roadway Improvement Cost: $38,000, Total Project Cost: $420,000 ( Estimate for 2022)
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Structure Number: 11684, Location: 300' N BOYKIN BLVD. (Lat: 30.594528, Lng: -88.099075), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,315 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 7,920 (year 2041), Design Load: H 15, Features Intersected: PERCH CREEK, Facility Carried by Structure: ALBA CLUB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.599, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 46.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $526,000, Roadway Improvement Cost: $53,000, Total Project Cost: $579,000 ( Estimate for 2022)
Structure Number: 11684, Location: 300' N BOYKIN BLVD. (Lat: 30.594528, Lng: -88.099075), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,315 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 7,920 (year 2041), Design Load: H 15, Features Intersected: PERCH CREEK, Facility Carried by Structure: ALBA CLUB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.599, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 46.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $526,000, Roadway Improvement Cost: $53,000, Total Project Cost: $579,000 ( Estimate for 2022)
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Structure Number: 11691, Location: 0.3 MI E ATHEY RD. (Lat: 30.705908, Lng: -88.164897), Route carried "on" structure: City street , Year Built: 1976, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 15,287 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 22,778 (year 2041), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: ZIEGLER BLVD.
Minimum Vertical Clearance: 7.32m (24.02ft), Kilometerpoint: 1.299, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 82.3m (270.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,170,000, Roadway Improvement Cost: $217,000, Total Project Cost: $2,387,000 ( Estimate for 2022)
Structure Number: 11691, Location: 0.3 MI E ATHEY RD. (Lat: 30.705908, Lng: -88.164897), Route carried "on" structure: City street , Year Built: 1976, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 15,287 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 22,778 (year 2041), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: ZIEGLER BLVD.
Minimum Vertical Clearance: 7.32m (24.02ft), Kilometerpoint: 1.299, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 82.3m (270.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,170,000, Roadway Improvement Cost: $217,000, Total Project Cost: $2,387,000 ( Estimate for 2022)
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Structure Number: 11692, Location: 0.3 MI W FOREST DALE DR. (Lat: 30.711406, Lng: -88.166986), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 15,757 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 23,478 (year 2041), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: ZIEGLER BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.499, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,050,000, Roadway Improvement Cost: $105,000, Total Project Cost: $1,155,000 ( Estimate for 2022)
Structure Number: 11692, Location: 0.3 MI W FOREST DALE DR. (Lat: 30.711406, Lng: -88.166986), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 15,757 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 23,478 (year 2041), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: ZIEGLER BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.499, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,050,000, Roadway Improvement Cost: $105,000, Total Project Cost: $1,155,000 ( Estimate for 2022)
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Structure Number: 11702, Location: 1.3 MI S HAMILTON BLVD (Lat: 30.531428, Lng: -88.123478), Route carried "on" structure: State highway 193, Year Built: 1976, Status: Open, Structure Length: 48.22m (158.20ft), Average Daily Traffic: 12,616 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 18,924 (year 2038), Design Load: HS 20, Features Intersected: THEODORE INDS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.970, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Navigation Control: Yes ( Vertical Clearance: 14.3m (46.9ft), Horizontal Clearance: 43.9m (144.0ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 17, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 48.22m (158.20ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2020, Underwater Inspection Date: September 2020, Bridge Improvement Cost: $13,887,000, Roadway Improvement Cost: $1,389,000, Total Project Cost: $15,276,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11702, Location: 1.3 MI S HAMILTON BLVD (Lat: 30.531428, Lng: -88.123478), Route carried "on" structure: State highway 193, Year Built: 1976, Status: Open, Structure Length: 48.22m (158.20ft), Average Daily Traffic: 12,616 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 18,924 (year 2038), Design Load: HS 20, Features Intersected: THEODORE INDS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.970, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Navigation Control: Yes ( Vertical Clearance: 14.3m (46.9ft), Horizontal Clearance: 43.9m (144.0ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 17, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 48.22m (158.20ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2020, Underwater Inspection Date: September 2020, Bridge Improvement Cost: $13,887,000, Roadway Improvement Cost: $1,389,000, Total Project Cost: $15,276,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11791, Location: HIGHLAND WOODS SUBDIV. (Lat: 30.683756, Lng: -88.185919), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 22 (year 2021), Average Future Daily Traffic: 34 (year 2041), Design Load: H 15, Features Intersected: TWELVE MILE CREEK, Facility Carried by Structure: BRANDY RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.369, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 64.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 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, Length Of Structure Improvement: 2.54m (8.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,469,000, Roadway Improvement Cost: $147,000, Total Project Cost: $1,616,000 ( Estimate for 2022)
Structure Number: 11791, Location: HIGHLAND WOODS SUBDIV. (Lat: 30.683756, Lng: -88.185919), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 22 (year 2021), Average Future Daily Traffic: 34 (year 2041), Design Load: H 15, Features Intersected: TWELVE MILE CREEK, Facility Carried by Structure: BRANDY RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.369, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 64.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 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, Length Of Structure Improvement: 2.54m (8.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,469,000, Roadway Improvement Cost: $147,000, Total Project Cost: $1,616,000 ( Estimate for 2022)
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Structure Number: 1182, Location: 0.1 MI W I-65 (Lat: 30.708133, Lng: -88.123933), Route carried "on" structure: US 98, Year Built: 1978, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 19,314 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 28,971 (year 2039), Design Load: HS 20, Features Intersected: THREE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.905, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.21m (20.37ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2020, Underwater Inspection Date: May 2021, Bridge Improvement Cost: $2,085,000, Roadway Improvement Cost: $209,000, Total Project Cost: $2,294,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1182, Location: 0.1 MI W I-65 (Lat: 30.708133, Lng: -88.123933), Route carried "on" structure: US 98, Year Built: 1978, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 19,314 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 28,971 (year 2039), Design Load: HS 20, Features Intersected: THREE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.905, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.21m (20.37ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2020, Underwater Inspection Date: May 2021, Bridge Improvement Cost: $2,085,000, Roadway Improvement Cost: $209,000, Total Project Cost: $2,294,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11821, Location: 0.1 MI W I-65 (Lat: 30.707911, Lng: -88.124019), Route carried "on" structure: US 98, Year Built: 1978, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 19,314 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 28,971 (year 2039), Design Load: HS 20, Features Intersected: THREE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.905, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.21m (20.37ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2020, Underwater Inspection Date: May 2021, Bridge Improvement Cost: $2,085,000, Roadway Improvement Cost: $209,000, Total Project Cost: $2,294,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11821, Location: 0.1 MI W I-65 (Lat: 30.707911, Lng: -88.124019), Route carried "on" structure: US 98, Year Built: 1978, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 19,314 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 28,971 (year 2039), Design Load: HS 20, Features Intersected: THREE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.905, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.21m (20.37ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2020, Underwater Inspection Date: May 2021, Bridge Improvement Cost: $2,085,000, Roadway Improvement Cost: $209,000, Total Project Cost: $2,294,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11827, Location: 0.2 MI E KNOLLWOOD DR (Lat: 30.653775, Lng: -88.175675), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 7,021 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 10,461 (year 2041), Design Load: H 15, Features Intersected: SPENCERS BRANCH, Facility Carried by Structure: GREEN TREE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $417,000, Roadway Improvement Cost: $42,000, Total Project Cost: $459,000 ( Estimate for 2022)
Structure Number: 11827, Location: 0.2 MI E KNOLLWOOD DR (Lat: 30.653775, Lng: -88.175675), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 7,021 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 10,461 (year 2041), Design Load: H 15, Features Intersected: SPENCERS BRANCH, Facility Carried by Structure: GREEN TREE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $417,000, Roadway Improvement Cost: $42,000, Total Project Cost: $459,000 ( Estimate for 2022)
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Structure Number: 1183, Location: 0.2 MI E SR 163 (Lat: 30.658528, Lng: -88.087044), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,687 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 5,494 (year 2042), Design Load: H 15, Features Intersected: SALTWATER CREEK, Facility Carried by Structure: HURTEL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.5m (31.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.1m (3.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $357,000, Roadway Improvement Cost: $36,000, Total Project Cost: $393,000 ( Estimate for 2022)
Structure Number: 1183, Location: 0.2 MI E SR 163 (Lat: 30.658528, Lng: -88.087044), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,687 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 5,494 (year 2042), Design Load: H 15, Features Intersected: SALTWATER CREEK, Facility Carried by Structure: HURTEL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.5m (31.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.1m (3.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $357,000, Roadway Improvement Cost: $36,000, Total Project Cost: $393,000 ( Estimate for 2022)
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Structure Number: 11928, Location: I10-US90 CHACALOOCHEE BAY (Lat: 30.679864, Lng: -87.989011), Route carried "on" structure: Ramp Interstate 10, Year Built: 1978, Status: Open, Structure Length: 34.59m (113.48ft), Average Daily Traffic: 2,851 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 4,277 (year 2039), Design Load: HS 20, Features Intersected: US 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.963, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 17, Number Of Approach Spans: 12, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 34.59m (113.48ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2020, Underwater Inspection Date: Febuary 2021, Bridge Improvement Cost: $6,405,000, Roadway Improvement Cost: $641,000, Total Project Cost: $7,046,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11928, Location: I10-US90 CHACALOOCHEE BAY (Lat: 30.679864, Lng: -87.989011), Route carried "on" structure: Ramp Interstate 10, Year Built: 1978, Status: Open, Structure Length: 34.59m (113.48ft), Average Daily Traffic: 2,851 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 4,277 (year 2039), Design Load: HS 20, Features Intersected: US 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.963, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 17, Number Of Approach Spans: 12, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 34.59m (113.48ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2020, Underwater Inspection Date: Febuary 2021, Bridge Improvement Cost: $6,405,000, Roadway Improvement Cost: $641,000, Total Project Cost: $7,046,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1193, Location: EAST TUNNEL INTERCHANGE (Lat: 30.692000, Lng: -88.028917), Route carried "on" structure: Interstate 10, Year Built: 1978, Status: Open, Structure Length: 1210.76m (3972.31ft), Average Daily Traffic: 32,882 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 49,323 (year 2040), Design Load: HS 20, Features Intersected: M. BAY,90,98,I10WB RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.365, Lanes on structure: 2, Lanes under structure: 24, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 14 degrees, Navigation Control: Yes ( Vertical Clearance: 7.3m (24.0ft), Horizontal Clearance: 30.8m (101.0ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 612, Length of Maximum Span: 46.9m (153.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1210.76m (3972.31ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2021, Underwater Inspection Date: April 2021, Bridge Improvement Cost: $348,688,000, Roadway Improvement Cost: $34,869,000, Total Project Cost: $383,557,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1193, Location: EAST TUNNEL INTERCHANGE (Lat: 30.692000, Lng: -88.028917), Route carried "on" structure: Interstate 10, Year Built: 1978, Status: Open, Structure Length: 1210.76m (3972.31ft), Average Daily Traffic: 32,882 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 49,323 (year 2040), Design Load: HS 20, Features Intersected: M. BAY,90,98,I10WB RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.365, Lanes on structure: 2, Lanes under structure: 24, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 14 degrees, Navigation Control: Yes ( Vertical Clearance: 7.3m (24.0ft), Horizontal Clearance: 30.8m (101.0ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 612, Length of Maximum Span: 46.9m (153.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1210.76m (3972.31ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2021, Underwater Inspection Date: April 2021, Bridge Improvement Cost: $348,688,000, Roadway Improvement Cost: $34,869,000, Total Project Cost: $383,557,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11931, Location: EAST TUNNEL INTERCHANGE (Lat: 30.691853, Lng: -88.028883), Route carried "on" structure: Interstate 10, Year Built: 1978, Status: Open, Structure Length: 1210.91m (3972.80ft), Average Daily Traffic: 32,882 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 49,323 (year 2040), Design Load: HS 20, Features Intersected: MOBILE BAY * US 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.365, Lanes on structure: 2, Lanes under structure: 30, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 14 degrees, Navigation Control: Yes ( Vertical Clearance: 7.3m (24.0ft), Horizontal Clearance: 30.8m (101.0ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 610, Length of Maximum Span: 46.9m (153.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1210.91m (3972.80ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2021, Underwater Inspection Date: April 2021, Bridge Improvement Cost: $348,732,000, Roadway Improvement Cost: $34,873,000, Total Project Cost: $383,605,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 11931, Location: EAST TUNNEL INTERCHANGE (Lat: 30.691853, Lng: -88.028883), Route carried "on" structure: Interstate 10, Year Built: 1978, Status: Open, Structure Length: 1210.91m (3972.80ft), Average Daily Traffic: 32,882 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 49,323 (year 2040), Design Load: HS 20, Features Intersected: MOBILE BAY * US 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.365, Lanes on structure: 2, Lanes under structure: 30, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 14 degrees, Navigation Control: Yes ( Vertical Clearance: 7.3m (24.0ft), Horizontal Clearance: 30.8m (101.0ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 610, Length of Maximum Span: 46.9m (153.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1210.91m (3972.80ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2021, Underwater Inspection Date: April 2021, Bridge Improvement Cost: $348,732,000, Roadway Improvement Cost: $34,873,000, Total Project Cost: $383,605,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 11986, Location: 0.5 MI N COTTAGE HILL RD (Lat: 30.650331, Lng: -88.173050), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,123 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 1,674 (year 2041), Design Load: H 15, Features Intersected: SPENCERS BRANCH, Facility Carried by Structure: WILDWOOD PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.7m (25.3ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 77.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $433,000, Roadway Improvement Cost: $43,000, Total Project Cost: $476,000 ( Estimate for 2022)
Structure Number: 11986, Location: 0.5 MI N COTTAGE HILL RD (Lat: 30.650331, Lng: -88.173050), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,123 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 1,674 (year 2041), Design Load: H 15, Features Intersected: SPENCERS BRANCH, Facility Carried by Structure: WILDWOOD PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.7m (25.3ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 77.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $433,000, Roadway Improvement Cost: $43,000, Total Project Cost: $476,000 ( Estimate for 2022)
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Structure Number: 12016, Location: 800' S BURMA RD W. (Lat: 30.633156, Lng: -88.157053), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 13,415 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 19,988 (year 2041), Design Load: H 15, Features Intersected: SPENCERS BRANCH, Facility Carried by Structure: DEMETROPOLIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.599, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,697,000, Roadway Improvement Cost: $170,000, Total Project Cost: $1,867,000 ( Estimate for 2022)
Structure Number: 12016, Location: 800' S BURMA RD W. (Lat: 30.633156, Lng: -88.157053), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 13,415 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 19,988 (year 2041), Design Load: H 15, Features Intersected: SPENCERS BRANCH, Facility Carried by Structure: DEMETROPOLIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.599, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,697,000, Roadway Improvement Cost: $170,000, Total Project Cost: $1,867,000 ( Estimate for 2022)
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Structure Number: 12017, Location: 0.2 MI E LONGLEAF DR. (Lat: 30.637569, Lng: -88.162258), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,778 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 2,650 (year 2041), Design Load: H 15, Features Intersected: SPENCERS BRANCH, Facility Carried by Structure: BURMA RD. WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: Fair, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $455,000, Roadway Improvement Cost: $46,000, Total Project Cost: $501,000 ( Estimate for 2022)
Structure Number: 12017, Location: 0.2 MI E LONGLEAF DR. (Lat: 30.637569, Lng: -88.162258), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,778 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 2,650 (year 2041), Design Load: H 15, Features Intersected: SPENCERS BRANCH, Facility Carried by Structure: BURMA RD. WEST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: Fair, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $455,000, Roadway Improvement Cost: $46,000, Total Project Cost: $501,000 ( Estimate for 2022)
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Structure Number: 12027, Location: 0.2 MI E KNOLLWOOD DR (Lat: 30.651389, Lng: -88.174131), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,556 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 2,318 (year 2041), Design Load: H 15, Features Intersected: SPENCERS BRANCH, Facility Carried by Structure: VISTA BONITA DR.
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.200, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $405,000, Roadway Improvement Cost: $41,000, Total Project Cost: $446,000 ( Estimate for 2022)
Structure Number: 12027, Location: 0.2 MI E KNOLLWOOD DR (Lat: 30.651389, Lng: -88.174131), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,556 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 2,318 (year 2041), Design Load: H 15, Features Intersected: SPENCERS BRANCH, Facility Carried by Structure: VISTA BONITA DR.
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.200, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $405,000, Roadway Improvement Cost: $41,000, Total Project Cost: $446,000 ( Estimate for 2022)
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Structure Number: 12401, Location: 3000' N MICHAEL BLVD (Lat: 30.670686, Lng: -88.133450), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 11,403 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 16,990 (year 2041), Design Load: H 15, Features Intersected: BRANCH (NO NAME), Facility Carried by Structure: MONTLIMAR DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.369, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 70.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $834,000, Roadway Improvement Cost: $83,000, Total Project Cost: $917,000 ( Estimate for 2022)
Structure Number: 12401, Location: 3000' N MICHAEL BLVD (Lat: 30.670686, Lng: -88.133450), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 11,403 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 16,990 (year 2041), Design Load: H 15, Features Intersected: BRANCH (NO NAME), Facility Carried by Structure: MONTLIMAR DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.369, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 70.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $834,000, Roadway Improvement Cost: $83,000, Total Project Cost: $917,000 ( Estimate for 2022)
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Structure Number: 12522, Location: 1.6 MI S OF COUNTY RD 70 (Lat: 30.687228, Lng: -88.293097), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 3,565 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 5,297 (year 2040), Design Load: H 20, Features Intersected: PIERCE CREEK, Facility Carried by Structure: ELIZA JORDAN RD S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.299, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 63.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $535,000, Roadway Improvement Cost: $54,000, Total Project Cost: $589,000 ( Estimate for 2022)
Structure Number: 12522, Location: 1.6 MI S OF COUNTY RD 70 (Lat: 30.687228, Lng: -88.293097), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 3,565 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 5,297 (year 2040), Design Load: H 20, Features Intersected: PIERCE CREEK, Facility Carried by Structure: ELIZA JORDAN RD S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.299, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 63.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $535,000, Roadway Improvement Cost: $54,000, Total Project Cost: $589,000 ( Estimate for 2022)
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Structure Number: 12523, Location: 1.7 MI E US 90 (Lat: 30.554667, Lng: -88.143397), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 6,827 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 10,172 (year 2041), Design Load: HS 20, Features Intersected: WHISKEY BRANCH, Facility Carried by Structure: HAMILTON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.699, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $502,000, Roadway Improvement Cost: $50,000, Total Project Cost: $552,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 12523, Location: 1.7 MI E US 90 (Lat: 30.554667, Lng: -88.143397), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 6,827 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 10,172 (year 2041), Design Load: HS 20, Features Intersected: WHISKEY BRANCH, Facility Carried by Structure: HAMILTON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.699, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $502,000, Roadway Improvement Cost: $50,000, Total Project Cost: $552,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 12524, Location: 0.7 MI E JCT HWY 90 (Lat: 30.554697, Lng: -88.160214), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 8,558 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 12,751 (year 2041), Design Load: HS 20, Features Intersected: RABBIT CREEK, Facility Carried by Structure: HAMILTON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.900, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $378,000, Roadway Improvement Cost: $38,000, Total Project Cost: $416,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12524, Location: 0.7 MI E JCT HWY 90 (Lat: 30.554697, Lng: -88.160214), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 8,558 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 12,751 (year 2041), Design Load: HS 20, Features Intersected: RABBIT CREEK, Facility Carried by Structure: HAMILTON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.900, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $378,000, Roadway Improvement Cost: $38,000, Total Project Cost: $416,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12526, Location: 0.9 MI N JEFF HAMILTON RD (Lat: 30.647603, Lng: -88.283706), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 2,257 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,354 (year 2040), Design Load: HS 20, Features Intersected: MILLER CREEK, Facility Carried by Structure: REPOLL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.900, 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: 4, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.5 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: Better than present minimum criteria, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $737,000, Roadway Improvement Cost: $74,000, Total Project Cost: $811,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 12526, Location: 0.9 MI N JEFF HAMILTON RD (Lat: 30.647603, Lng: -88.283706), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 2,257 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 3,354 (year 2040), Design Load: HS 20, Features Intersected: MILLER CREEK, Facility Carried by Structure: REPOLL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.900, 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: 4, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.5 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: Better than present minimum criteria, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $737,000, Roadway Improvement Cost: $74,000, Total Project Cost: $811,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 12527, Location: 1.2 MI N CO RD 70 (Lat: 30.725150, Lng: -88.276178), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 7,550 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 11,219 (year 2040), Design Load: HS 20, Features Intersected: HAMILTON CREEK, Facility Carried by Structure: SNOW ROAD N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.199, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.89m (22.60ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2020, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $1,322,000, Roadway Improvement Cost: $132,000, Total Project Cost: $1,454,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12527, Location: 1.2 MI N CO RD 70 (Lat: 30.725150, Lng: -88.276178), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 7,550 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 11,219 (year 2040), Design Load: HS 20, Features Intersected: HAMILTON CREEK, Facility Carried by Structure: SNOW ROAD N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.199, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.89m (22.60ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2020, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $1,322,000, Roadway Improvement Cost: $132,000, Total Project Cost: $1,454,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12588, Location: 0.26MI. W. NAVCO ROAD (Lat: 30.644717, Lng: -88.107444), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 178 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 358 (year 2042), Design Load: HS 20, Features Intersected: FLEETWOOD DRAINAGE, Facility Carried by Structure: MCLAUGHLIN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 63.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $701,000, Roadway Improvement Cost: $70,000, Total Project Cost: $771,000 ( Estimate for 2022)
Structure Number: 12588, Location: 0.26MI. W. NAVCO ROAD (Lat: 30.644717, Lng: -88.107444), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 178 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 358 (year 2042), Design Load: HS 20, Features Intersected: FLEETWOOD DRAINAGE, Facility Carried by Structure: MCLAUGHLIN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 63.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $701,000, Roadway Improvement Cost: $70,000, Total Project Cost: $771,000 ( Estimate for 2022)
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Structure Number: 12609, Location: 1140' N AIRPORT BLVD (Lat: 30.679656, Lng: -88.092725), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 893 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 1,331 (year 2042), Design Load: HS 15, Features Intersected: WOODCOCK BRANCH, Facility Carried by Structure: CRENSHAW STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.789, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,261,000, Roadway Improvement Cost: $126,000, Total Project Cost: $1,387,000 ( Estimate for 2022)
Structure Number: 12609, Location: 1140' N AIRPORT BLVD (Lat: 30.679656, Lng: -88.092725), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 893 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 1,331 (year 2042), Design Load: HS 15, Features Intersected: WOODCOCK BRANCH, Facility Carried by Structure: CRENSHAW STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.789, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,261,000, Roadway Improvement Cost: $126,000, Total Project Cost: $1,387,000 ( Estimate for 2022)
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Structure Number: 12674, Location: 2.3 MI E I-65 (Lat: 30.672883, Lng: -88.098217), Route carried "on" structure: US 90, Year Built: 1952, Year Reconstructed: 1982, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 18,267 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 27,400 (year 2039), Design Load: H 15, Features Intersected: WOODCOCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.630, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.5m (67.3ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 65.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.27m (7.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $8,390,000, Roadway Improvement Cost: $839,000, Total Project Cost: $9,229,000 ( Estimate for 2022)
Structure Number: 12674, Location: 2.3 MI E I-65 (Lat: 30.672883, Lng: -88.098217), Route carried "on" structure: US 90, Year Built: 1952, Year Reconstructed: 1982, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 18,267 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 27,400 (year 2039), Design Load: H 15, Features Intersected: WOODCOCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.630, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 20.5m (67.3ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 65.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.27m (7.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $8,390,000, Roadway Improvement Cost: $839,000, Total Project Cost: $9,229,000 ( Estimate for 2022)
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Structure Number: 12679, Location: 0.3 MI S US 90 (Lat: 30.670167, Lng: -88.097039), Route carried "on" structure: City street , Year Built: 1956, Year Reconstructed: 1982, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 954 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 1,421 (year 2042), Design Load: HS 20, Features Intersected: ESLAVA CREEK, Facility Carried by Structure: PINE HILL DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.399, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.85m (15.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,329,000, Roadway Improvement Cost: $133,000, Total Project Cost: $1,462,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12679, Location: 0.3 MI S US 90 (Lat: 30.670167, Lng: -88.097039), Route carried "on" structure: City street , Year Built: 1956, Year Reconstructed: 1982, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 954 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 1,421 (year 2042), Design Load: HS 20, Features Intersected: ESLAVA CREEK, Facility Carried by Structure: PINE HILL DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.399, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.85m (15.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,329,000, Roadway Improvement Cost: $133,000, Total Project Cost: $1,462,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12684, Location: 1.7 MI E I65 (Lat: 30.676419, Lng: -88.098456), Route carried "on" structure: City street , Year Built: 1961, Year Reconstructed: 1982, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 18,533 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 27,614 (year 2042), Design Load: H 15, Features Intersected: WOODCOCK BRANCH, Facility Carried by Structure: AIRPORT BLVD
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 6.700, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.8m (48.6ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.48m (8.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $858,000, Roadway Improvement Cost: $86,000, Total Project Cost: $944,000 ( Estimate for 2022)
Structure Number: 12684, Location: 1.7 MI E I65 (Lat: 30.676419, Lng: -88.098456), Route carried "on" structure: City street , Year Built: 1961, Year Reconstructed: 1982, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 18,533 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 27,614 (year 2042), Design Load: H 15, Features Intersected: WOODCOCK BRANCH, Facility Carried by Structure: AIRPORT BLVD
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 6.700, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.8m (48.6ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.48m (8.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $858,000, Roadway Improvement Cost: $86,000, Total Project Cost: $944,000 ( Estimate for 2022)
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Structure Number: 12691, Location: 0.4 MI E MCVAY DR (Lat: 30.651486, Lng: -88.106150), Route carried "on" structure: City street , Year Built: 1975, Year Reconstructed: 1982, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 6,661 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 9,925 (year 2042), Design Load: H 15, Features Intersected: BOLTON BRANCH, Facility Carried by Structure: HALLS MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.499, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $597,000, Roadway Improvement Cost: $60,000, Total Project Cost: $657,000 ( Estimate for 2022)
Structure Number: 12691, Location: 0.4 MI E MCVAY DR (Lat: 30.651486, Lng: -88.106150), Route carried "on" structure: City street , Year Built: 1975, Year Reconstructed: 1982, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 6,661 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 9,925 (year 2042), Design Load: H 15, Features Intersected: BOLTON BRANCH, Facility Carried by Structure: HALLS MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.499, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $597,000, Roadway Improvement Cost: $60,000, Total Project Cost: $657,000 ( Estimate for 2022)
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Structure Number: 12822, Location: 1080' N AIRPORT BLVD (Lat: 30.679419, Lng: -88.095806), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 893 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 1,331 (year 2042), Design Load: HS 15, Features Intersected: WOODCOCK BRANCH, Facility Carried by Structure: MORGAN AVE
Minimum Vertical Clearance: 8.23m (27.00ft), Kilometerpoint: 0.620, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 58.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $424,000, Roadway Improvement Cost: $42,000, Total Project Cost: $466,000 ( Estimate for 2022)
Structure Number: 12822, Location: 1080' N AIRPORT BLVD (Lat: 30.679419, Lng: -88.095806), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 893 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 1,331 (year 2042), Design Load: HS 15, Features Intersected: WOODCOCK BRANCH, Facility Carried by Structure: MORGAN AVE
Minimum Vertical Clearance: 8.23m (27.00ft), Kilometerpoint: 0.620, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 58.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $424,000, Roadway Improvement Cost: $42,000, Total Project Cost: $466,000 ( Estimate for 2022)
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Structure Number: 12823, Location: 1085' N AIRPORT BLVD (Lat: 30.679450, Lng: -88.093831), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,210 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 1,803 (year 2042), Design Load: HS 15, Features Intersected: WOODCOCK BRANCH, Facility Carried by Structure: WESTWOOD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.679, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $520,000, Roadway Improvement Cost: $52,000, Total Project Cost: $572,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 12823, Location: 1085' N AIRPORT BLVD (Lat: 30.679450, Lng: -88.093831), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,210 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 1,803 (year 2042), Design Load: HS 15, Features Intersected: WOODCOCK BRANCH, Facility Carried by Structure: WESTWOOD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.679, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $520,000, Roadway Improvement Cost: $52,000, Total Project Cost: $572,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Integral Concrete