Bridge Statistics for Creola, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 102,  Location: OVERBROOK RD * SHADES CK (Lat: 33.486864,  Lng: -86.752550),  Route carried "on" structure: City street 83,  Year Built: 1915,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 2,730 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,900 (year 2036),  Design Load: HS 15,  Features Intersected: SHADES CREEK,  Facility Carried by Structure: OVERBROOK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.200,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.05m (6.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $463,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $509,000 ( Estimate for 2022)

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Structure Number: 5854,  Location: 0.6 MI N JCT I-65 (Lat: 30.882350,  Lng: -88.041867),  Route carried "on" structure: US 43,  Year Built: 1957,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 13,653 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 20,480 (year 2038),  Design Load: H 20,  Features Intersected: GUNNISON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.642,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 10.28m (33.73ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Underwater Inspection Date: December 2020,  Bridge Improvement Cost: $2,327,000,  Roadway Improvement Cost: $233,000,  Total Project Cost: $2,560,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 5855,  Location: 0.6 MI N JCT I-65 (Lat: 30.882333,  Lng: -88.041731),  Route carried "on" structure: US 43,  Year Built: 1957,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 13,653 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 20,480 (year 2038),  Design Load: H 20,  Features Intersected: GUNNISON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.642,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.6 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 minimum criteria,  Length Of Structure Improvement: 10.28m (33.73ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2020,  Underwater Inspection Date: December 2020,  Other Special Inspection Date: July 2021,  Bridge Improvement Cost: $2,327,000,  Roadway Improvement Cost: $233,000,  Total Project Cost: $2,560,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8066,  Location: 2.5 MI NE US 43 (Lat: 30.905000,  Lng: -88.005000),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,882 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,543 (year 2039),  Design Load: H 20,  Features Intersected: JIM BELL BRANCH,  Facility Carried by Structure: CREOLA-AXIS LOOP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.540,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 48.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.2 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: Equal to present minimum criteria,  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $306,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $337,000 ( Estimate for 2022)

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Structure Number: 10195,  Location: 1.1 MI S US 43 (Lat: 30.868167,  Lng: -88.059822),  Route carried "on" structure: Interstate 65,  Year Built: 1970,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 22,126 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 33,189 (year 2038),  Design Load: HS 20,  Features Intersected: Alabama Gulf Coast RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.604,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 14 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.94m (29.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,634,000,  Roadway Improvement Cost: $263,000,  Total Project Cost: $2,897,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10196,  Location: 1.1 MI S US 43 (Lat: 30.867858,  Lng: -88.059889),  Route carried "on" structure: Interstate 65,  Year Built: 1970,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 22,126 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 33,189 (year 2038),  Design Load: HS 20,  Features Intersected: Alabama Gulf Coast RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.604,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 14 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.94m (29.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,634,000,  Roadway Improvement Cost: $263,000,  Total Project Cost: $2,897,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10197,  Location: SATSUMA/CREOLA CITY LIMIT (Lat: 30.876986,  Lng: -88.045119),  Route carried "on" structure: Interstate 65,  Year Built: 1970,  Status: Open,  Structure Length: 13.56m (44.49ft),  Average Daily Traffic: 12,347 (year 2018),  Truck Traffic: 24%,  Average Future Daily Traffic: 18,521 (year 2038),  Design Load: HS 20,  Features Intersected: US 43
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.326,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 14 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.37m (47.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $5,322,000,  Roadway Improvement Cost: $532,000,  Total Project Cost: $5,854,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10198,  Location: SATSUMA/CREOLA CITY LIMIT (Lat: 30.876686,  Lng: -88.045147),  Route carried "on" structure: Interstate 65,  Year Built: 1970,  Status: Open,  Structure Length: 13.56m (44.49ft),  Average Daily Traffic: 12,347 (year 2018),  Truck Traffic: 24%,  Average Future Daily Traffic: 18,521 (year 2038),  Design Load: HS 20,  Features Intersected: US 43
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.326,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 14 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.37m (47.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $4,238,000,  Roadway Improvement Cost: $424,000,  Total Project Cost: $4,662,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10199,  Location: SATSUMA/CREOLA CITY LIMIT (Lat: 30.875486,  Lng: -88.044847),  Route carried "on" structure: Interstate 65,  Year Built: 1970,  Status: Open,  Structure Length: 10.61m (34.81ft),  Average Daily Traffic: 4,054 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,081 (year 2038),  Design Load: HS 20,  Features Intersected: US 43
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.260,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.2 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: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.51m (37.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $3,394,000,  Roadway Improvement Cost: $339,000,  Total Project Cost: $3,733,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 102,  Location: 0.2 MI N E US 43 (Lat: 30.878417,  Lng: -88.042767),  Route carried "on" structure: Interstate 65,  Year Built: 1970,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 12,472 (year 2019),  Truck Traffic: 26%,  Average Future Daily Traffic: 18,708 (year 2039),  Design Load: HS 20,  Features Intersected: RAMP 2 * NORF SO RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.574,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 14 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.28m (37.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $3,326,000,  Roadway Improvement Cost: $333,000,  Total Project Cost: $3,659,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10201,  Location: 0.2 MI N E US 43 (Lat: 30.878069,  Lng: -88.042858),  Route carried "on" structure: Interstate 65,  Year Built: 1970,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 12,472 (year 2019),  Truck Traffic: 26%,  Average Future Daily Traffic: 18,708 (year 2039),  Design Load: HS 20,  Features Intersected: RAMP 2 * NORFOLK SO RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.574,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 14 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.28m (37.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $4,176,000,  Roadway Improvement Cost: $418,000,  Total Project Cost: $4,594,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10202,  Location: 0.4 MI N E US 43 (Lat: 30.880117,  Lng: -88.039917),  Route carried "on" structure: Interstate 65,  Year Built: 1970,  Status: Open,  Structure Length: 13.49m (44.26ft),  Average Daily Traffic: 12,347 (year 2018),  Truck Traffic: 24%,  Average Future Daily Traffic: 18,520 (year 2038),  Design Load: HS 20,  Features Intersected: GUNNISON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.944,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 51.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.30m (46.92ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: August 2020,  Bridge Improvement Cost: $4,215,000,  Roadway Improvement Cost: $422,000,  Total Project Cost: $4,637,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10203,  Location: 0.4 MI N E US 43 (Lat: 30.879872,  Lng: -88.039817),  Route carried "on" structure: Interstate 65,  Year Built: 1970,  Status: Open,  Structure Length: 13.49m (44.26ft),  Average Daily Traffic: 12,347 (year 2018),  Truck Traffic: 24%,  Average Future Daily Traffic: 18,520 (year 2038),  Design Load: HS 20,  Features Intersected: GUNNISON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.944,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 51.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.30m (46.92ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: August 2020,  Bridge Improvement Cost: $4,215,000,  Roadway Improvement Cost: $422,000,  Total Project Cost: $4,637,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10204,  Location: 0.8 MI N E US 43 (Lat: 30.883431,  Lng: -88.034969),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 9.02m (29.59ft),  Average Daily Traffic: 1,204 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,806 (year 2038),  Design Load: HS 20,  Features Intersected: I-65,  Facility Carried by Structure: LISTER DAIRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.99m (32.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,124,000,  Roadway Improvement Cost: $212,000,  Total Project Cost: $2,336,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1041,  Location: 850' S I65 (Lat: 30.881056,  Lng: -88.033047),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 682 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 899 (year 2039),  Design Load: H 20,  Features Intersected: HARPER'S BRANCH,  Facility Carried by Structure: LISTER DAIRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.950,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  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: Good,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.38m (4.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $676,000,  Roadway Improvement Cost: $68,000,  Total Project Cost: $744,000 ( Estimate for 2022)

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Structure Number: 10411,  Location: 0.5 MI W US 43 (Lat: 30.896667,  Lng: -88.046667),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 2,278 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 3,074 (year 2039),  Design Load: H 20,  Features Intersected: GUNNISON CREEK,  Facility Carried by Structure: RADCLIFF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.699,  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: 5,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.7 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: Equal to present desirable criteria,  Length Of Structure Improvement: 4.58m (15.03ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Underwater Inspection Date: May 2021,  Bridge Improvement Cost: $1,005,000,  Roadway Improvement Cost: $101,000,  Total Project Cost: $1,106,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10412,  Location: 0.3 MI W US 43 (Lat: 30.896667,  Lng: -88.043333),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 2,009 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 2,712 (year 2039),  Design Load: H 20,  Features Intersected: SEYMORE CREEK,  Facility Carried by Structure: RADCLIFF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.939,  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: 5,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.7 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.58m (15.03ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Underwater Inspection Date: May 2021,  Bridge Improvement Cost: $1,005,000,  Roadway Improvement Cost: $101,000,  Total Project Cost: $1,106,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11351,  Location: 1.3 MI N E US 43 (Lat: 30.885972,  Lng: -88.029667),  Route carried "on" structure: Interstate 65,  Year Built: 1975,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 24,693 (year 2018),  Truck Traffic: 28%,  Average Future Daily Traffic: 37,039 (year 2038),  Design Load: HS 20,  Features Intersected: HARPERS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.104,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 14 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: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 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: Equal to present desirable criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,289,000,  Roadway Improvement Cost: $229,000,  Total Project Cost: $2,518,000 ( Estimate for 2022)

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Structure Number: 11352,  Location: 2.5 MI N E US 43 (Lat: 30.895717,  Lng: -88.014042),  Route carried "on" structure: Interstate 65,  Year Built: 1975,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 24,693 (year 2018),  Truck Traffic: 28%,  Average Future Daily Traffic: 37,039 (year 2038),  Design Load: HS 20,  Features Intersected: STREAM TO DEAD LAKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.942,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 15 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 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: Equal to present desirable criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $3,921,000,  Roadway Improvement Cost: $392,000,  Total Project Cost: $4,313,000 ( Estimate for 2022)

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Structure Number: 11494,  Location: 915' N SAILOR'S RD (Lat: 30.895000,  Lng: -88.013333),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 315 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 415 (year 2039),  Design Load: H 20,  Features Intersected: BRANCH,  Facility Carried by Structure: I65 SERV. RD EAST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.500,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Fair,  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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $546,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $601,000 ( Estimate for 2022)

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Structure Number: 11544,  Location: 0.8 MI S I65 (Lat: 30.893333,  Lng: -88.013333),  Route carried "on" structure: City street ,  Year Built: 1957,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 604 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 796 (year 2039),  Design Load: HS 20,  Features Intersected: SWAMP,  Facility Carried by Structure: LISTER DAIRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.349,  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: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 49.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $255,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $281,000 ( Estimate for 2022)

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Structure Number: 11576,  Location: 2.3 MI N E US 43 (Lat: 30.894133,  Lng: -88.017219),  Route carried "on" structure: City street ,  Year Built: 1976,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 1,467 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,200 (year 2038),  Design Load: HS 20,  Features Intersected: I-65,  Facility Carried by Structure: SAILOR'S RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.11m (33.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $3,258,000,  Roadway Improvement Cost: $326,000,  Total Project Cost: $3,584,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12321,  Location: 5.5 MI N E US 43 (Lat: 30.909228,  Lng: -87.976006),  Route carried "on" structure: Interstate 65,  Year Built: 1980,  Status: Open,  Structure Length: 978.36m (3209.84ft),  Average Daily Traffic: 11,672 (year 2018),  Truck Traffic: 28%,  Average Future Daily Traffic: 17,508 (year 2038),  Design Load: HS 20,  Features Intersected: MOBILE RIVER DELTA
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 39.122,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 10 degrees,  Navigation Control: Yes ( Vertical Clearance: 7.6m (24.9ft), Horizontal Clearance: 30.5m (100.1ft)),  Material/Design: Steel,  Design/Construction: Arch - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 342,  Length of Maximum Span: 243.8m (799.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 47.4 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,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 978.36m (3209.84ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: July 2021,  Underwater Inspection Date: May 2020,  Other Special Inspection Date: July 2021,  Bridge Improvement Cost: $275,050,000,  Roadway Improvement Cost: $27,505,000,  Total Project Cost: $302,555,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 12322,  Location: 5.5 MI N E US 43 (Lat: 30.908767,  Lng: -87.975864),  Route carried "on" structure: Interstate 65,  Year Built: 1980,  Status: Open,  Structure Length: 978.58m (3210.56ft),  Average Daily Traffic: 11,672 (year 2018),  Truck Traffic: 28%,  Average Future Daily Traffic: 17,508 (year 2038),  Design Load: HS 20,  Features Intersected: MOBILE RIVER DELTA
Minimum Vertical Clearance: 5.65m (18.54ft),  Kilometerpoint: 39.122,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 10 degrees,  Navigation Control: Yes ( Vertical Clearance: 7.6m (24.9ft), Horizontal Clearance: 30.5m (100.1ft)),  Material/Design: Steel,  Design/Construction: Arch - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 342,  Length of Maximum Span: 243.8m (799.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 47.4 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,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 978.58m (3210.56ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Underwater Inspection Date: May 2020,  Bridge Improvement Cost: $275,115,000,  Roadway Improvement Cost: $27,512,000,  Total Project Cost: $302,627,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15369,  Location: 0.3 MI N I-65 SERVICE RD (Lat: 30.879483,  Lng: -88.048114),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 763 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,404 (year 2040),  Design Load: HS 20,  Features Intersected: HALL BRANCH,  Facility Carried by Structure: HALL BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 50.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.0 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 minimum criteria,  Length Of Structure Improvement: 1.54m (5.05ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Underwater Inspection Date: September 2020,  Bridge Improvement Cost: $409,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $450,000 ( Estimate for 2022)

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Structure Number: 10197,  Location: SATSUMA/CREOLA CITY LIMIT (Lat: 30.876986,  Lng: -88.045119),  Route carried "under" structure: US 43,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 27,305 (year 2016),  Truck Traffic: 11%,  Features Intersected: US 43,  Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 5.67m (18.60ft),  Kilometerpoint: 16.676,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: 10198,  Location: SATSUMA/CREOLA CITY LIMIT (Lat: 30.876686,  Lng: -88.045147),  Route carried "under" structure: US 43,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 27,305 (year 2018),  Truck Traffic: 11%,  Features Intersected: US 43,  Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 16.676,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: 10199,  Location: SATSUMA/CREOLA CITY LIMIT (Lat: 30.875486,  Lng: -88.044847),  Route carried "under" structure: US 43,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 19,142 (year 2018),  Truck Traffic: 10%,  Features Intersected: US 43,  Facility Carried by Structure: I-65 OFF RAMP
Minimum Vertical Clearance: 5.04m (16.54ft),  Kilometerpoint: 16.699,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 102,  Location: 0.2 MI N E US 43 (Lat: 30.878417,  Lng: -88.042767),  Route carried "under" structure: Ramp Interstate 65,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 4,095 (year 2019),  Truck Traffic: 12%,  Features Intersected: RAMP 2 * NORF SO RR
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 31.574,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 10201,  Location: 0.2 MI N E US 43 (Lat: 30.878069,  Lng: -88.042858),  Route carried "under" structure: Ramp Interstate 65,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 4,095 (year 2019),  Truck Traffic: 12%,  Features Intersected: RAMP 2 * NORFOLK SO RR
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 31.574,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 10204,  Location: 0.8 MI N E US 43 (Lat: 30.883431,  Lng: -88.034969),  Route carried "under" structure: Interstate 65,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 24,693 (year 2018),  Truck Traffic: 28%,  Features Intersected: I-65,  Facility Carried by Structure: LISTER DAIRY RD
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 32.543,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 11576,  Location: 2.3 MI N E US 43 (Lat: 30.894133,  Lng: -88.017219),  Route carried "under" structure: Interstate 65,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 24,693 (year 2018),  Truck Traffic: 24%,  Features Intersected: I-65,  Facility Carried by Structure: SAILOR'S RD
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 34.598,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 12321,  Location: 5.5 MI N E US 43 (Lat: 30.909228,  Lng: -87.976006),  Route carried "under" structure: County highway ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 1,078 (year 2018),  Truck Traffic: 1%,  Features Intersected: MOBILE RIVER DELTA,  Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 7.30m (23.95ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Arch - Thru,  Length of Maximum Span: 243.8m (799.9ft)

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Structure Number: 12322,  Location: 5.5 MI N E US 43 (Lat: 30.908767,  Lng: -87.975864),  Route carried "under" structure: County highway ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 1,078 (year 2018),  Truck Traffic: 1%,  Features Intersected: MOBILE RIVER DELTA,  Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 7.64m (25.07ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Arch - Thru,  Length of Maximum Span: 243.8m (799.9ft)