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Bridge Statistics for Pensacola, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 115Number of bridges
  • 6,677ft / 2,035mTotal length
  • $503,277,000Total costs
  • 3,084,027Total average daily traffic
  • 184,882Total average daily truck traffic
  • 2,655,980Total future (year 2032) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Pensacola
  • No street view available for this location

New bridges in Pensacola, FL - historical statistics
  • New bridges - historical statistics
  • 51950-1959
  • 231960-1969
  • 301970-1979
  • 101980-1989
  • 31990-1999
  • 412000-2009
  • 32010-2018
Reconstructed bridges in Pensacola, FL - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11970-1979
  • 21980-1989
  • 81990-1999
  • 42000-2009
Average Bridge Daily Traffic in Pensacola, FL
Average Bridge Truck Traffic in Pensacola, FL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 67.3%Good
  • 29.1%Satisfactory
  • 3.6%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 7.3%Very good
  • 74.5%Good
  • 16.4%Satisfactory
  • 1.8%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 12.7%Very good
  • 76.4%Good
  • 7.3%Satisfactory
  • 3.6%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 44.4%Very good
  • 37.0%Good
  • 7.4%Satisfactory
  • 11.1%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 7.7%Very good
  • 38.5%Good
  • 46.2%Satisfactory
  • 7.7%Poor
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Structure Number: 480035,  Location: Escambia-Santa Rosa CO.LN (Lat: 30.394286,  Lng: -87.184919),  Route carried "on" structure: US 98,  Year Built: 1960,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 476.71m (1564.01ft),  Average Daily Traffic: 54,156 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 93,961 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: Pensacola Bay
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 168.0m (551.2ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 152.0m (498.7ft), Horizontal Clearance: 381.0m (1,250.0ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 254,  Length of Maximum Span: 46.9m (153.9ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Very good,  Operating Rating: 57.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5243.80m (17204.07ft),  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: November 2017,  Critical Feature Inspection Date: November 2017,  Underwater Inspection Date: November 2017,  Other Special Inspection Date: November 2017,  Bridge Improvement Cost: $1,300,000,  Total Project Cost: $492,330,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 480042,  Location: 2.0 Miles North of I10 (Lat: 30.533303,  Lng: -87.276914),  Route carried "on" structure: US 29,  Year Built: 1956,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 21,500 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 37,302 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: US90A SR10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.863,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Bridge Improvement Cost: $84,000,  Total Project Cost: $84,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 480042,  Location: 2.0 Miles North of I10 (Lat: 30.533303,  Lng: -87.276914),  Route carried "under" structure: US 90A,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 30,500 (year 2016),  Truck Traffic: 7%,  Features Intersected: US90A SR10,  Facility Carried by Structure: US29 SR95
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 16.832,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 480043,  Location: 2.0 Miles North of I10 (Lat: 30.533306,  Lng: -87.277108),  Route carried "on" structure: US 29,  Year Built: 1956,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 21,500 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 37,302 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: US90A SR10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.863,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 480043,  Location: 2.0 Miles North of I10 (Lat: 30.533306,  Lng: -87.277108),  Route carried "under" structure: US 90A,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 30,500 (year 2016),  Truck Traffic: 7%,  Features Intersected: US90A SR10,  Facility Carried by Structure: US29 SR95
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 16.811,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 480053,  Location: 2.0 Miles West of US29 (Lat: 30.515556,  Lng: -87.302250),  Route carried "on" structure: Interstate 10,  Year Built: 1961,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 56,048 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 97,243 (year 2038),  Design Load: HS 20,  Features Intersected: Eight Mile Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.667,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 232.0m (761.2ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 64.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016
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Structure Number: 480054,  Location: 0.1 Miles West of SR29 (Lat: 30.504647,  Lng: -87.269469),  Route carried "on" structure: Interstate 10,  Year Built: 1961,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 28,024 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 48,622 (year 2038),  Design Load: HL 93,  Features Intersected: AL & GC RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.206,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.2m (46.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 480055,  Location: I10 WB over US29 SR95 (Lat: 30.504783,  Lng: -87.267072),  Route carried "on" structure: Interstate 8,  Year Built: 1961,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 28,024 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 48,622 (year 2038),  Design Load: HL 93,  Features Intersected: US29 SR95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.496,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 4.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 480055,  Location: I10 WB over US29 SR95 (Lat: 30.504783,  Lng: -87.267072),  Route carried "under" structure: US 29,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 43,000 (year 2016),  Truck Traffic: 8%,  Features Intersected: US29 SR95,  Facility Carried by Structure: I10 SR8
Minimum Vertical Clearance: 0.05m (0.16ft),  Kilometerpoint: 10.578,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 480062,  Location: 3.0 Miles W. of US29 SR95 (Lat: 30.521508,  Lng: -87.313539),  Route carried "on" structure: Interstate 10,  Year Built: 1961,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 0.57m (1.87ft),  Average Daily Traffic: 21,877 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 37,957 (year 2038),  Design Load: HS 20,  Features Intersected: SR297 Pine Forest
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.384,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 480062,  Location: 3.0 Miles W. of US29 SR95 (Lat: 30.521508,  Lng: -87.313539),  Route carried "under" structure: State highway 297,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 26,500 (year 2016),  Truck Traffic: 5%,  Features Intersected: SR297 Pine Forest,  Facility Carried by Structure: I10 SR8
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 5.488,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 480064,  Location: 0.1 miles West of SR29 (Lat: 30.502911,  Lng: -87.268900),  Route carried "on" structure: Interstate 10,  Year Built: 1961,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 28,024 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 48,622 (year 2038),  Design Load: HL 93,  Features Intersected: AL & GC RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.206,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 480065,  Location: I10 EB over US29 SR95 (Lat: 30.502253,  Lng: -87.265881),  Route carried "on" structure: Interstate 8,  Year Built: 1961,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 28,024 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 48,622 (year 2038),  Design Load: HL 93,  Features Intersected: US29 SR95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.496,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 23.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2018,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 480065,  Location: I10 EB over US29 SR95 (Lat: 30.502253,  Lng: -87.265881),  Route carried "under" structure: US 29,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 43,000 (year 2016),  Truck Traffic: 8%,  Features Intersected: US29 SR95,  Facility Carried by Structure: I10 SR8
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 10.276,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 480067,  Location: 3.0Miles W. of US29, SR95 (Lat: 30.521236,  Lng: -87.313525),  Route carried "on" structure: Interstate 10,  Year Built: 1961,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 0.57m (1.87ft),  Average Daily Traffic: 21,877 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 37,957 (year 2038),  Design Load: HS 20,  Features Intersected: SR297 Pine Forest
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.384,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 73.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 480067,  Location: 3.0Miles W. of US29, SR95 (Lat: 30.521236,  Lng: -87.313525),  Route carried "under" structure: State highway 297,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 26,500 (year 2016),  Truck Traffic: 5%,  Features Intersected: SR297 Pine Forest,  Facility Carried by Structure: I10 SR8
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 5.456,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 480074,  Location: 1.4Mi. South of I10 SR8 (Lat: 30.481306,  Lng: -87.230333),  Route carried "on" structure: City street ,  Year Built: 1964,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 7.75m (25.43ft),  Average Daily Traffic: 30,000 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 52,050 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: I110 SR8A,  Facility Carried by Structure: Airport Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.859,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 177.0m (580.7ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.8m (68.2ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 25.1m (82.3ft),  Out-to-Out Width: 29.7m (97.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 61.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 480074,  Location: 1.4Mi. South of I10 SR8 (Lat: 30.481306,  Lng: -87.230333),  Route carried "under" structure: Spur Interstate 110,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 66,746 (year 2016),  Truck Traffic: 5%,  Features Intersected: I110 SR8A,  Facility Carried by Structure: Airport Blvd
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 7.694,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.8m (68.2ft)

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Structure Number: 480075,  Location: 1.0mi. South of I10 (Lat: 30.488722,  Lng: -87.230528),  Route carried "on" structure: Interstate 110,  Year Built: 1964,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 1.53m (5.02ft),  Average Daily Traffic: 74,500 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 129,258 (year 2038),  Design Load: HS 20,  Features Intersected: Carpenters Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.502,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 268.0m (879.3ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2018
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Structure Number: 480083,  Location: 0.4 Miles South of SR295 (Lat: 30.446706,  Lng: -87.218117),  Route carried "on" structure: Interstate 110,  Year Built: 1970,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 30,250 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 52,484 (year 2038),  Design Load: HS 20,  Features Intersected: SR752 East Texar Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.623,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 207.0m (679.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 46.60m (152.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Bridge Improvement Cost: $40,000,  Total Project Cost: $40,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 480083,  Location: 0.4 Miles South of SR295 (Lat: 30.446706,  Lng: -87.218117),  Route carried "under" structure: State highway 752,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 9,900 (year 2016),  Truck Traffic: 7%,  Features Intersected: SR752 East Texar Drive,  Facility Carried by Structure: I110 SR8A
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 1.363,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 480084,  Location: 0.6 Miles North of SR742 (Lat: 30.502375,  Lng: -87.183814),  Route carried "on" structure: State highway 289,  Year Built: 1967,  Status: Open,  Structure Length: 8.66m (28.41ft),  Average Daily Traffic: 25,000 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 43,375 (year 2038),  Design Load: HL 93,  Features Intersected: I10 SR8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.691,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 183.0m (600.4ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 86.60m (284.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $80,000,  Total Project Cost: $80,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 480084,  Location: 0.6 Miles North of SR742 (Lat: 30.502375,  Lng: -87.183814),  Route carried "under" structure: Interstate I10,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 46,000 (year 2016),  Truck Traffic: 16%,  Features Intersected: I10 SR8,  Facility Carried by Structure: SR289 9th Avenue
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 24.423,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 480086,  Location: 0.4 Miles South of SR295 (Lat: 30.446739,  Lng: -87.217903),  Route carried "on" structure: Interstate 110,  Year Built: 1970,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 30,250 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 52,484 (year 2038),  Design Load: HS 20,  Features Intersected: SR752 East Texar Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.616,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 177.0m (580.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 46.60m (152.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Bridge Improvement Cost: $35,000,  Total Project Cost: $35,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 480086,  Location: 0.4 Miles South of SR295 (Lat: 30.446739,  Lng: -87.217903),  Route carried "under" structure: State highway 752,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 9,900 (year 2016),  Truck Traffic: 7%,  Features Intersected: SR752 East Texar Drive,  Facility Carried by Structure: I110 SR8A
Minimum Vertical Clearance: 4.63m (15.19ft),  Kilometerpoint: 1.386,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 48009,  Location: 0.5mi. E. of US90 SR10A (Lat: 30.435714,  Lng: -87.267731),  Route carried "on" structure: State highway 727,  Year Built: 1973,  Status: Open,  Structure Length: 7.33m (24.05ft),  Average Daily Traffic: 11,750 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,386 (year 2038),  Design Load: HS 20,  Features Intersected: SR295
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.356,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.6m (110.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 48009,  Location: 0.5mi. E. of US90 SR10A (Lat: 30.435714,  Lng: -87.267731),  Route carried "under" structure: State highway 295,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 9,900 (year 2016),  Truck Traffic: 4%,  Features Intersected: SR295,  Facility Carried by Structure: SR727
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 7.083,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.6m (110.2ft)

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Structure Number: 480092,  Location: Pensacola (Lat: 30.471247,  Lng: -87.213425),  Route carried "on" structure: State highway 289,  Year Built: 1965,  Status: Open,  Structure Length: 1.42m (4.66ft),  Average Daily Traffic: 26,500 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 45,978 (year 2038),  Design Load: HS 20,  Features Intersected: Carpenters Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.207,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 155.0m (508.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Poor,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2017,  Other Special Inspection Date: August 2017
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Structure Number: 480102,  Location: 0.3 Miles West of I110 (Lat: 30.494353,  Lng: -87.235422),  Route carried "on" structure: State highway 742,  Year Built: 1967,  Status: Open,  Structure Length: 1.17m (3.84ft),  Average Daily Traffic: 10,300 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,870 (year 2038),  Design Load: H 15,  Features Intersected: Carpenters Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.959,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016
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Structure Number: 480104,  Location: 0.5MI East of SR291 (Lat: 30.475067,  Lng: -87.217647),  Route carried "on" structure: State highway 296,  Year Built: 1969,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 26,092 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 45,270 (year 2038),  Design Load: HS 20,  Features Intersected: Carpenters Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.314,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 158.0m (518.4ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Underwater Inspection Date: July 2016
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Structure Number: 480122,  Location: 3.7mi West of I10 SR8 (Lat: 30.536028,  Lng: -87.397167),  Route carried "on" structure: US 90A,  Year Built: 1965,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 4,700 (year 2016),  Truck Traffic: 11%,  Average Future Daily Traffic: 8,154 (year 2038),  Design Load: HS 20,  Features Intersected: Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.292,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 4.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Underwater Inspection Date: June 2016
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Structure Number: 480126,  Location: 0.5Mi North of US98 SR30 (Lat: 30.410972,  Lng: -87.276500),  Route carried "on" structure: State highway 295,  Year Built: 1971,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 27,500 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 47,712 (year 2038),  Design Load: HS 20,  Features Intersected: Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.131,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 158.0m (518.4ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 5.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Underwater Inspection Date: July 2016
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Structure Number: 480134,  Location: SR295 SB over US90 SR10A (Lat: 30.430739,  Lng: -87.272522),  Route carried "on" structure: State highway 295,  Year Built: 1973,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 13,250 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,989 (year 2038),  Design Load: HS 20,  Features Intersected: US90 SR10A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.368,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.5 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 480134,  Location: SR295 SB over US90 SR10A (Lat: 30.430739,  Lng: -87.272522),  Route carried "under" structure: US 90,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 29,500 (year 2016),  Truck Traffic: 4%,  Features Intersected: US90 SR10A,  Facility Carried by Structure: SR295 Lillian Hwy
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 18.337,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 480137,  Location: 5.4mi. East of US29 (Lat: 30.549000,  Lng: -87.195261),  Route carried "on" structure: US 90,  Year Built: 1974,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 18,500 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 32,098 (year 2038),  Design Load: HS 20,  Features Intersected: Escambia River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.516,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Navigation Control: Yes ( Vertical Clearance: 129.0m (423.2ft), Horizontal Clearance: 4.6m (15.1ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 16,  Length of Maximum Span: 64.2m (210.6ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 506.60m (1662.07ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Underwater Inspection Date: April 2016,  Bridge Improvement Cost: $8,000,000,  Roadway Improvement Cost: $2,532,000,  Total Project Cost: $10,532,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 480138,  Location: SR295 SB over US90 SR10A (Lat: 30.430903,  Lng: -87.272692),  Route carried "on" structure: State highway 295,  Year Built: 1973,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 13,250 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,989 (year 2038),  Design Load: HS 20,  Features Intersected: US90 SR10A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.637,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.5 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 480138,  Location: SR295 SB over US90 SR10A (Lat: 30.430903,  Lng: -87.272692),  Route carried "under" structure: US 90,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 29,500 (year 2016),  Truck Traffic: 4%,  Features Intersected: US90 SR10A,  Facility Carried by Structure: SR295 Lillian Hwy
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 18.361,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 480141,  Location: 0.1mi. East of Davis Hwy. (Lat: 30.481236,  Lng: -87.221036),  Route carried "on" structure: State highway 750,  Year Built: 1976,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 35,000 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 60,725 (year 2038),  Design Load: HS 20,  Features Intersected: Carpenters Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.183,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 204.0m (669.3ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 480143,  Location: 0.2 Miles East of US29 (Lat: 30.506197,  Lng: -87.269583),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 1961,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 1,300 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,256 (year 2038),  Design Load: HL 93,  Features Intersected: AL & GC RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.224,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.5m (57.4ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 27.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 480153,  Location: 0.25 Miles West of I110 (Lat: 30.448983,  Lng: -87.226233),  Route carried "on" structure: State highway 295,  Year Built: 1977,  Status: Open,  Structure Length: 5.84m (19.16ft),  Average Daily Traffic: 34,500 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 59,858 (year 2038),  Design Load: HL 93,  Features Intersected: Pearl Ave & CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.808,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 192.0m (629.9ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 28.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 480153,  Location: 0.25 Miles West of I110 (Lat: 30.448983,  Lng: -87.226233),  Route carried "under" structure: ServiceCity street ,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 1999),  Truck Traffic: 2%,  Features Intersected: Pearl Ave & CSX RR,  Facility Carried by Structure: SR295 Fairfield Dr
Minimum Vertical Clearance: 6.52m (21.39ft),  Kilometerpoint: 0.282,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 480157,  Location: Ramp F to Cervantes St. (Lat: 30.424103,  Lng: -87.214992),  Route carried "on" structure: Ramp Interstate 8A,  Year Built: 1979,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 6,900 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,972 (year 2038),  Design Load: HS 20,  Features Intersected: Gonzalez St
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Number Of Approach Spans: 1,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 480157,  Location: Ramp F to Cervantes St. (Lat: 30.424103,  Lng: -87.214992),  Route carried "under" structure: Business City street ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 2,900 (year 2000),  Truck Traffic: 5%,  Features Intersected: Gonzalez St,  Facility Carried by Structure: I110 SR8A
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 0.002,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 480158,  Location: Ramp E Over Gonzalez St. (Lat: 30.424950,  Lng: -87.214331),  Route carried "on" structure: Ramp Interstate 8A,  Year Built: 1979,  Status: Open,  Structure Length: 1.91m (6.27ft),  Average Daily Traffic: 6,700 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,624 (year 2038),  Design Load: HS 20,  Features Intersected: Gonzalez St.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.151,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 66.2 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 480158,  Location: Ramp E Over Gonzalez St. (Lat: 30.424950,  Lng: -87.214331),  Route carried "under" structure: Business City street ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 6,400 (year 2000),  Truck Traffic: 5%,  Features Intersected: Gonzalez St.,  Facility Carried by Structure: I110 SR8A
Minimum Vertical Clearance: 5.55m (18.21ft),  Kilometerpoint: 0.002,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 480159,  Location: US98B Chase St. / SR 291 (Lat: 30.415236,  Lng: -87.210617),  Route carried "on" structure: US 98,  Year Built: 1979,  Status: Open,  Structure Length: 19.81m (64.99ft),  Average Daily Traffic: 8,200 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,227 (year 2038),  Design Load: HS 20,  Features Intersected: SR291 Alcaniz Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.404,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Critical Feature Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 480159,  Location: US98B Chase St. / SR 291 (Lat: 30.415236,  Lng: -87.210617),  Route carried "under" structure: State highway 98,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 13,500 (year 2016),  Truck Traffic: 4%,  Features Intersected: SR291 Alcaniz Street
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 7.005,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 480162,  Location: I-110/CSX RR 350290A (Lat: 30.417056,  Lng: -87.211022),  Route carried "on" structure: Ramp Interstate 110,  Year Built: 1979,  Status: Open,  Structure Length: 29.99m (98.39ft),  Average Daily Traffic: 10,000 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,350 (year 2038),  Design Load: HS 20,  Features Intersected: Streets & RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.198,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 82.0m (269.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.4 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Critical Feature Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 480162,  Location: I-110/CSX RR 350290A (Lat: 30.417056,  Lng: -87.211022),  Route carried "under" structure: Business City street 291,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 4,100 (year 1999),  Truck Traffic: 5%,  Features Intersected: Streets & RR,  Facility Carried by Structure: I 110 SR 8A
Minimum Vertical Clearance: 6.68m (21.92ft),  Kilometerpoint: 0.035,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 46.3m (151.9ft)

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Structure Number: 480163,  Location: I110/CSX RR 350290A (Lat: 30.425008,  Lng: -87.214581),  Route carried "on" structure: Spur Interstate 110,  Year Built: 1980,  Status: Open,  Structure Length: 23.61m (77.46ft),  Average Daily Traffic: 20,250 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 35,134 (year 2038),  Design Load: HS 20,  Features Intersected: City Streets
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 0.026,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 123.0m (403.5ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 10,  Number Of Approach Spans: 62,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Critical Feature Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 480163,  Location: I110/CSX RR 350290A (Lat: 30.425008,  Lng: -87.214581),  Route carried "under" structure: US 90,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 30,500 (year 2016),  Truck Traffic: 3%,  Features Intersected: City Streets,  Facility Carried by Structure: I110 SR8A
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 24.349,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 480163,  Location: I110/CSX RR 350290A (Lat: 30.425008,  Lng: -87.214581),  Route carried "under" structure: Ramp Interstate ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 7,500 (year 2000),  Truck Traffic: 5%,  Features Intersected: City Streets,  Facility Carried by Structure: I110 SR8A
Minimum Vertical Clearance: 0.05m (0.16ft),  Kilometerpoint: 0.616,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 480164,  Location: I110/CSX RR 350290A (Lat: 30.424861,  Lng: -87.215031),  Route carried "on" structure: Spur Interstate 110,  Year Built: 1980,  Status: Open,  Structure Length: 247.99m (813.62ft),  Average Daily Traffic: 20,250 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 35,134 (year 2038),  Design Load: HS 20,  Features Intersected: I110 & City Streets
Minimum Vertical Clearance: 0.52m (1.71ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 16,  Number Of Approach Spans: 57,  Length of Maximum Span: 47.5m (155.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.1 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Critical Feature Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place
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