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

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Structure Number: 7804,  Location: 2.1 M N JCT US 31 * 225 (Lat: 30.699322,  Lng: -87.902308),  Route carried "on" structure: State highway 225,  Year Built: 1962,  Status: Open,  Structure Length: 13.47m (44.19ft),  Average Daily Traffic: 8,282 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,423 (year 2039),  Design Load: HS 20,  Features Intersected: BAY MINETTE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.393,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 37.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 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: Equal to present minimum criteria,  Length Of Structure Improvement: 14.28m (46.85ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Underwater Inspection Date: October 2021,  Bridge Improvement Cost: $3,232,000,  Roadway Improvement Cost: $323,000,  Total Project Cost: $3,555,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 9071,  Location: 0.3 MI E I10 MIDBAY INTCH (Lat: 30.676578,  Lng: -87.977439),  Route carried "on" structure: US 90,  Year Built: 1966,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 22,821 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 34,232 (year 2039),  Design Load: HS 20,  Features Intersected: CHACALOOCHEE BAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 63.450,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 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: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Underwater Inspection Date: October 2020,  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: 9851,  Location: 0.2 MI E US 90 (Lat: 30.656053,  Lng: -87.908833),  Route carried "on" structure: Interstate 10,  Year Built: 1969,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 61,100 (year 2016),  Truck Traffic: 21%,  Average Future Daily Traffic: 91,650 (year 2036),  Design Load: HS 20,  Features Intersected: JOE'S BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.836,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.7m (77.8ft),  Skew: 20 degrees,  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: 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.45m (4.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $7,765,000,  Roadway Improvement Cost: $777,000,  Total Project Cost: $8,542,000 ( Estimate for 2022)

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Structure Number: 9853,  Location: 1.9 MI E JCT US 90 * I-10 (Lat: 30.659850,  Lng: -87.880017),  Route carried "on" structure: Interstate 10,  Year Built: 1969,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 60,281 (year 2018),  Truck Traffic: 21%,  Average Future Daily Traffic: 90,422 (year 2038),  Design Load: HS 20,  Features Intersected: D'OLIVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.607,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.7m (77.8ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  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: 2.17m (7.12ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: June 2020,  Other Special Inspection Date: December 2021,  Bridge Improvement Cost: $5,069,000,  Roadway Improvement Cost: $507,000,  Total Project Cost: $5,576,000 ( Estimate for 2022)

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Structure Number: 9854,  Location: 4.2 MI E JCT US 90 (Lat: 30.662619,  Lng: -87.841319),  Route carried "on" structure: Interstate 10,  Year Built: 1969,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 51,388 (year 2018),  Truck Traffic: 21%,  Average Future Daily Traffic: 77,082 (year 2038),  Design Load: HS 20,  Features Intersected: TURKEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 63.349,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.62m (5.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $3,551,000,  Roadway Improvement Cost: $355,000,  Total Project Cost: $3,906,000 ( Estimate for 2022)

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Structure Number: 9855,  Location: 4.6 MI E JCT US 90 (Lat: 30.661506,  Lng: -87.834097),  Route carried "on" structure: Interstate 10,  Year Built: 1969,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 51,388 (year 2018),  Truck Traffic: 21%,  Average Future Daily Traffic: 77,082 (year 2038),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 63.992,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Fair,  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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $4,604,000,  Roadway Improvement Cost: $460,000,  Total Project Cost: $5,064,000 ( Estimate for 2022)

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Structure Number: 10042,  Location: 0.2 MI E JCT I-10 (Lat: 30.653153,  Lng: -87.912181),  Route carried "on" structure: US 98,  Year Built: 1969,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 19,750 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 28,832 (year 2039),  Design Load: HS 20,  Features Intersected: D'OLIVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.795,  Lanes on structure: 2,  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: 6,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 45.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.4 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: Better than present minimum criteria,  Length Of Structure Improvement: 7.26m (23.82ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Underwater Inspection Date: November 2021,  Bridge Improvement Cost: $2,140,000,  Roadway Improvement Cost: $214,000,  Total Project Cost: $2,354,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10043,  Location: 0.2 MI E JCT I-10 (Lat: 30.653153,  Lng: -87.912389),  Route carried "on" structure: US 98,  Year Built: 1969,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 19,750 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,625 (year 2039),  Design Load: HS 20,  Features Intersected: D'OLIVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.795,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 43.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.26m (23.82ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Underwater Inspection Date: November 2021,  Bridge Improvement Cost: $2,140,000,  Roadway Improvement Cost: $214,000,  Total Project Cost: $2,354,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11925,  Location: I10-US90-CHACALOOCHEE BAY (Lat: 30.680650,  Lng: -87.991600),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1978,  Status: Open,  Structure Length: 21.49m (70.51ft),  Average Daily Traffic: 1,372 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,058 (year 2039),  Design Load: HS 20,  Features Intersected: US 90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.193,  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: 10,  Number Of Approach Spans: 8,  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 desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 21.49m (70.51ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Underwater Inspection Date: Febuary 2021,  Bridge Improvement Cost: $3,978,000,  Roadway Improvement Cost: $398,000,  Total Project Cost: $4,376,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11926,  Location: I10-US90-CHACALOOCHEE BAY (Lat: 30.677850,  Lng: -87.988844),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1978,  Status: Open,  Structure Length: 36.73m (120.51ft),  Average Daily Traffic: 5,893 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 8,839 (year 2039),  Design Load: HS 20,  Features Intersected: US 90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.448,  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: 20,  Number Of Approach Spans: 8,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  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: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 36.73m (120.51ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Underwater Inspection Date: Febuary 2021,  Bridge Improvement Cost: $6,800,000,  Roadway Improvement Cost: $680,000,  Total Project Cost: $7,480,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11927,  Location: I10-US90-CHACALOOCHEE BAY (Lat: 30.677008,  Lng: -87.984483),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1978,  Status: Open,  Structure Length: 23.01m (75.49ft),  Average Daily Traffic: 1,289 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,933 (year 2039),  Design Load: HS 20,  Features Intersected: US 90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.605,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Number Of Approach Spans: 8,  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: Good,  Channel: Good,  Operating Rating: 38.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 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: Better than present minimum criteria,  Length Of Structure Improvement: 23.01m (75.49ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Underwater Inspection Date: Febuary 2021,  Bridge Improvement Cost: $4,260,000,  Roadway Improvement Cost: $426,000,  Total Project Cost: $4,686,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11929,  Location: I10 @ US98-DAPHNE (Lat: 30.655083,  Lng: -87.915472),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1978,  Status: Open,  Structure Length: 25.57m (83.89ft),  Average Daily Traffic: 10,435 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,653 (year 2039),  Design Load: HS 20,  Features Intersected: US 98
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.198,  Lanes on structure: 2,  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: 13,  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: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 25.57m (83.89ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Underwater Inspection Date: Febuary 2021,  Bridge Improvement Cost: $4,734,000,  Roadway Improvement Cost: $473,000,  Total Project Cost: $5,207,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11988,  Location: 2.4 MI W SPANISH FT (Lat: 30.672933,  Lng: -87.954964),  Route carried "on" structure: US 90,  Year Built: 1978,  Status: Open,  Structure Length: 49.53m (162.50ft),  Average Daily Traffic: 10,833 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,249 (year 2040),  Design Load: HS 20,  Features Intersected: APALACHEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.660,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 25,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.9 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 49.53m (162.50ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Underwater Inspection Date: March 2021,  Bridge Improvement Cost: $14,264,000,  Roadway Improvement Cost: $1,426,000,  Total Project Cost: $15,690,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16183,  Location: 0.7 MI W AL 225 (Lat: 30.738731,  Lng: -87.896831),  Route carried "on" structure: State lands road 225,  Year Built: 1994,  Status: Open,  Structure Length: 2.48m (8.14ft),  Average Daily Traffic: 138 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 207 (year 2040),  Design Load: HS 20,  Features Intersected: AL 225 AT BLAKLEY ST PK.,  Facility Carried by Structure: UP SHAY BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.658,  Lanes on structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.8m (81.4ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 64.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.35m (10.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $552,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $607,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16303,  Location: 3.3 MI E OF MOBILE CO LN (Lat: 30.672828,  Lng: -87.954997),  Route carried "on" structure: US 90,  Year Built: 1997,  Status: Open,  Structure Length: 49.50m (162.40ft),  Average Daily Traffic: 10,832 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,249 (year 2040),  Design Load: HS 20,  Features Intersected: APALACHEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.660,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 25,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 72.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.3 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 49.50m (162.40ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Underwater Inspection Date: March 2021,  Bridge Improvement Cost: $14,595,000,  Roadway Improvement Cost: $1,460,000,  Total Project Cost: $16,055,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 16304,  Location: 1.1 MI W AL 225 JCT (Lat: 30.668361,  Lng: -87.927600),  Route carried "on" structure: State highway 90,  Year Built: 1997,  Status: Open,  Structure Length: 41.61m (136.52ft),  Average Daily Traffic: 10,832 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,249 (year 2040),  Design Load: HS 20,  Features Intersected: BLAKELEY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 68.330,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.4m (37.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 21,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 72.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 41.61m (136.52ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Underwater Inspection Date: Febuary 2021,  Bridge Improvement Cost: $11,982,000,  Roadway Improvement Cost: $1,198,000,  Total Project Cost: $13,180,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1634,  Location: 1.3 MI. S. OF CO. RD. 138 (Lat: 30.813747,  Lng: -87.838997),  Route carried "on" structure: County highway 39,  Year Built: 1996,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 696 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 939 (year 2040),  Design Load: HS 20,  Features Intersected: WHITEHOUSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $896,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $986,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 16341,  Location: 0.6 MI. E. OF S.R. 225 (Lat: 30.776528,  Lng: -87.871817),  Route carried "on" structure: County highway 40,  Year Built: 1996,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 753 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,017 (year 2040),  Design Load: HS 20,  Features Intersected: WHITEHOUSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 60.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $1,403,000,  Roadway Improvement Cost: $140,000,  Total Project Cost: $1,543,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 16342,  Location: 3.3 MI. NW. OF US 31 (Lat: 30.776322,  Lng: -87.825411),  Route carried "on" structure: County highway 39,  Year Built: 1996,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 695 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 940 (year 2038),  Design Load: HS 20,  Features Intersected: BAY MINETTE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 60.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.12m (16.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,158,000,  Roadway Improvement Cost: $116,000,  Total Project Cost: $1,274,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 18007,  Location: 0.3MI W SPANISH FORT HILL (Lat: 30.666689,  Lng: -87.917283),  Route carried "on" structure: State highway 90,  Year Built: 2002,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 7,153 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,730 (year 2039),  Design Load: HS 20,  Features Intersected: US 90/98 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.334,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 83.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.64m (21.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,913,000,  Roadway Improvement Cost: $191,000,  Total Project Cost: $2,104,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 18008,  Location: 0.3MI W SPANISH FORT HILL (Lat: 30.666847,  Lng: -87.917392),  Route carried "on" structure: State highway 90,  Year Built: 2002,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 7,153 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,730 (year 2039),  Design Load: HS 20,  Features Intersected: US 90/98 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.334,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 64.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.64m (21.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,913,000,  Roadway Improvement Cost: $191,000,  Total Project Cost: $2,104,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 19089,  Location: 2.2 MI.N. OF AL. HWY.31 (Lat: 30.703561,  Lng: -87.854297),  Route carried "on" structure: County highway 27,  Year Built: 2005,  Status: Open,  Structure Length: 11.43m (37.50ft),  Average Daily Traffic: 392 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 529 (year 2040),  Design Load: HS 20,  Features Intersected: SIBLEY CREEK,  Facility Carried by Structure: Jimmy Faulkner Dr.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 16.3m (53.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.30m (40.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $3,543,000,  Roadway Improvement Cost: $354,000,  Total Project Cost: $3,897,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 19444,  Location: 1.6 MI. E. OF S.R. 225 (Lat: 30.740072,  Lng: -87.874769),  Route carried "on" structure: County highway ,  Year Built: 2008,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 129 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 174 (year 2038),  Design Load: HS 20,  Features Intersected: BAY MINETTE CREEK,  Facility Carried by Structure: BROMLY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.21m (20.37ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: December 2020,  Underwater Inspection Date: October 2020,  Bridge Improvement Cost: $1,447,000,  Roadway Improvement Cost: $145,000,  Total Project Cost: $1,592,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 20374,  Location: .1 M. N. OF BROMLEY RD. (Lat: 30.744975,  Lng: -87.878644),  Route carried "on" structure: County highway ,  Year Built: 2007,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 52 (year 2019),  Average Future Daily Traffic: 70 (year 2039),  Design Load: HS 20,  Features Intersected: TRIB. TO BAY MINETTE CR.,  Facility Carried by Structure: ANTEBELLUM BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 0.0m,  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 66.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.03m (13.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,520,000,  Roadway Improvement Cost: $152,000,  Total Project Cost: $1,672,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 20375,  Location: 0.4 M. N. OF BROMLEY RD. (Lat: 30.745011,  Lng: -87.878667),  Route carried "on" structure: County highway ,  Year Built: 2007,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 52 (year 2019),  Average Future Daily Traffic: 71 (year 2039),  Design Load: HS 20,  Features Intersected: FOOT LOG BRANCH,  Facility Carried by Structure: ANTEBELLUM BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 66.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.62m (21.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $2,495,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $2,745,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 10002,  Location: US90/I-10(1 MI E SP FT) (Lat: 30.656331,  Lng: -87.911686),  Route carried "under" structure: Interstate 10,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 62,097 (year 2019),  Truck Traffic: 21%,  Features Intersected: I-10,  Facility Carried by Structure: US 90 WB
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 56.514,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 10003,  Location: US90/I-10(1 MI E SP FT) (Lat: 30.656347,  Lng: -87.911808),  Route carried "under" structure: Interstate 10,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 62,097 (year 2019),  Truck Traffic: 21%,  Features Intersected: I-10,  Facility Carried by Structure: US 90 EB
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 56.514,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 18007,  Location: 0.3MI W SPANISH FORT HILL (Lat: 30.666689,  Lng: -87.917283),  Route carried "under" structure: Alternate US 90,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 6,397 (year 2019),  Truck Traffic: 4%,  Features Intersected: US 90/98 WB
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 69.334,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 18008,  Location: 0.3MI W SPANISH FORT HILL (Lat: 30.666847,  Lng: -87.917392),  Route carried "under" structure: Alternate US 90,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 6,397 (year 2019),  Truck Traffic: 4%,  Features Intersected: US 90/98 WB
Minimum Vertical Clearance: 5.29m (17.36ft),  Kilometerpoint: 69.334,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)