Bridge Statistics for Pensacola, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 136Number of bridges
- 7,218ft / 2,200mTotal length
- $316,000Total costs
- 3,447,222Total average daily traffic
- 241,863Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Pensacola
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 21950-1959
- 271960-1969
- 361970-1979
- 151980-1989
- 41990-1999
- 432000-2009
- 52010-2019
- 32020-2022
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 11980-1989
- 81990-1999
- 42000-2009
- Bridge Condition - Deck
- 1.5%Very good
- 64.6%Good
- 33.8%Satisfactory
- Bridge Condition - Superstructure
- 4.6%Very good
- 69.2%Good
- 20.0%Satisfactory
- 4.6%Fair
- 1.5%Poor
- Bridge Condition - Substructure
- 15.4%Very good
- 66.2%Good
- 10.8%Satisfactory
- 4.6%Fair
- 1.5%Poor
- 1.5%Serious
- Bridge Condition - Channel
- 14.6%Excellent
- 22.0%Very good
- 36.6%Good
- 12.2%Satisfactory
- 9.8%Fair
- 2.4%Poor
- 2.4%Serious
- Bridge Condition - Culverts
- 6.3%Very good
- 31.3%Good
- 43.8%Satisfactory
- 6.3%Fair
- 6.3%Poor
- 6.3%Serious
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Structure Number: 480198, Location: 0.1 miles West of I110 (Lat: 30.421614, Lng: -87.215331), Route carried "on" structure: US 90, Year Built: 2005, Status: Open, Structure Length: 14.31m (46.95ft), Average Daily Traffic: 19,600 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 61,592 (year 2040), Design Load: HS 20, Features Intersected: City St and CSX RR
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 24.126, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 1, Length of Maximum Span: 21.1m (69.2ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 21.2m (69.6ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 77.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.4 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 480198, Location: 0.1 miles West of I110 (Lat: 30.421614, Lng: -87.215331), Route carried "on" structure: US 90, Year Built: 2005, Status: Open, Structure Length: 14.31m (46.95ft), Average Daily Traffic: 19,600 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 61,592 (year 2040), Design Load: HS 20, Features Intersected: City St and CSX RR
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 24.126, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 1, Length of Maximum Span: 21.1m (69.2ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 21.2m (69.6ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 77.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.4 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 480199, Location: I110 SB Ramp (Ramp G) (Lat: 30.503472, Lng: -87.230444), Route carried "on" structure: Spur Interstate 110, Year Built: 2005, Status: Open, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 42,750 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 74,171 (year 2042), Design Load: HS 20, Features Intersected: I110 SR8A & I10 SR8
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 10.118, Lanes on structure: 2, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 44.6m (146.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.3 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 480199, Location: I110 SB Ramp (Ramp G) (Lat: 30.503472, Lng: -87.230444), Route carried "on" structure: Spur Interstate 110, Year Built: 2005, Status: Open, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 42,750 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 74,171 (year 2042), Design Load: HS 20, Features Intersected: I110 SR8A & I10 SR8
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 10.118, Lanes on structure: 2, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 44.6m (146.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.3 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 480201, Location: I10 WB ramp to I110 (Lat: 30.502753, Lng: -87.229969), Route carried "on" structure: Ramp Interstate 110, Year Built: 2007, Status: Open, Structure Length: 51.37m (168.54ft), Average Daily Traffic: 11,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 19,085 (year 2042), Design Load: HS 20, Features Intersected: I10 SR8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.201, Lanes on structure: 2, Lanes under structure: 13, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 8, Length of Maximum Span: 76.6m (251.3ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 66.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.8 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: 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: August 2021, Critical Feature Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 480201, Location: I10 WB ramp to I110 (Lat: 30.502753, Lng: -87.229969), Route carried "on" structure: Ramp Interstate 110, Year Built: 2007, Status: Open, Structure Length: 51.37m (168.54ft), Average Daily Traffic: 11,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 19,085 (year 2042), Design Load: HS 20, Features Intersected: I10 SR8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.201, Lanes on structure: 2, Lanes under structure: 13, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 8, Length of Maximum Span: 76.6m (251.3ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 66.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.8 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: 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: August 2021, Critical Feature Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 480202, Location: NB I110 Ramp to EB I10 (Lat: 30.503225, Lng: -87.228289), Route carried "on" structure: Ramp Interstate 10, Year Built: 2006, Status: Open, Structure Length: 10.24m (33.60ft), Average Daily Traffic: 10,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 17,350 (year 2042), Design Load: HS 20, Features Intersected: I10 SR8 Eastbound
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.454, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 81.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 480202, Location: NB I110 Ramp to EB I10 (Lat: 30.503225, Lng: -87.228289), Route carried "on" structure: Ramp Interstate 10, Year Built: 2006, Status: Open, Structure Length: 10.24m (33.60ft), Average Daily Traffic: 10,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 17,350 (year 2042), Design Load: HS 20, Features Intersected: I10 SR8 Eastbound
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.454, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 81.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 480203, Location: I10 over SR291 Davis Hwy (Lat: 30.503614, Lng: -87.221825), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 41,000 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 71,135 (year 2042), Design Load: HS 20, Features Intersected: SR291 Davis Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.788, Lanes on structure: 9, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 46.3m (151.9ft), Out-to-Out Width: 47.9m (157.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 69.5 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 480203, Location: I10 over SR291 Davis Hwy (Lat: 30.503614, Lng: -87.221825), Route carried "on" structure: Interstate 10, Year Built: 2007, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 41,000 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 71,135 (year 2042), Design Load: HS 20, Features Intersected: SR291 Davis Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.788, Lanes on structure: 9, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 46.3m (151.9ft), Out-to-Out Width: 47.9m (157.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 69.5 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 480204, Location: I10 Ramp D over Davis Hwy (Lat: 30.503911, Lng: -87.221814), Route carried "on" structure: Ramp Interstate 10, Year Built: 2007, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 4,300 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,460 (year 2042), Design Load: HS 20, Features Intersected: SR291 Davis Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.439, Lanes on structure: 1, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.9m (71.9ft), 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: 74.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 480204, Location: I10 Ramp D over Davis Hwy (Lat: 30.503911, Lng: -87.221814), Route carried "on" structure: Ramp Interstate 10, Year Built: 2007, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 4,300 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,460 (year 2042), Design Load: HS 20, Features Intersected: SR291 Davis Hwy
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.439, Lanes on structure: 1, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.9m (71.9ft), 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: 74.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 480205, Location: I110 NB Ramp over SR291 (Lat: 30.503408, Lng: -87.221942), Route carried "on" structure: Ramp Interstate 110, Year Built: 2004, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 27,760 (year 2042), Design Load: H 20, Features Intersected: SR291 Davis Highway, Facility Carried by Structure: Ii10 SR8A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.814, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 480205, Location: I110 NB Ramp over SR291 (Lat: 30.503408, Lng: -87.221942), Route carried "on" structure: Ramp Interstate 110, Year Built: 2004, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 27,760 (year 2042), Design Load: H 20, Features Intersected: SR291 Davis Highway, Facility Carried by Structure: Ii10 SR8A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.814, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 480206, Location: 3.6mi S. of I10 SR8 (Lat: 30.451981, Lng: -87.221514), Route carried "on" structure: Spur Interstate I110, Year Built: 2008, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 60,445 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 104,872 (year 2042), Design Load: HS 20, Features Intersected: SR295
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.297, Lanes on structure: 7, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 54.9m (180.1ft), Curb-To-Curb Width: 39.0m (128.0ft), Out-to-Out Width: 40.6m (133.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 36.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 480206, Location: 3.6mi S. of I10 SR8 (Lat: 30.451981, Lng: -87.221514), Route carried "on" structure: Spur Interstate I110, Year Built: 2008, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 60,445 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 104,872 (year 2042), Design Load: HS 20, Features Intersected: SR295
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.297, Lanes on structure: 7, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 54.9m (180.1ft), Curb-To-Curb Width: 39.0m (128.0ft), Out-to-Out Width: 40.6m (133.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 36.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 480207, Location: 2.7mi South of I10 SR8 (Lat: 30.461817, Lng: -87.225542), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 12,500 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 21,687 (year 2034), Design Load: HS 20, Features Intersected: I110 SR8A, Facility Carried by Structure: Hyatt Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.140, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 84.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 480207, Location: 2.7mi South of I10 SR8 (Lat: 30.461817, Lng: -87.225542), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 12,500 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 21,687 (year 2034), Design Load: HS 20, Features Intersected: I110 SR8A, Facility Carried by Structure: Hyatt Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.140, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 84.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 480208, Location: 2.14 mi South of I10 SR8 (Lat: 30.472222, Lng: -87.228253), Route carried "on" structure: Spur Interstate 110, Year Built: 2009, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 60,445 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 104,872 (year 2042), Design Load: HS 20, Features Intersected: SR296 Brent Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.647, Lanes on structure: 6, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 51.2m (168.0ft), Curb-To-Curb Width: 36.0m (118.1ft), Out-to-Out Width: 37.5m (123.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 74.9 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 480208, Location: 2.14 mi South of I10 SR8 (Lat: 30.472222, Lng: -87.228253), Route carried "on" structure: Spur Interstate 110, Year Built: 2009, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 60,445 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 104,872 (year 2042), Design Load: HS 20, Features Intersected: SR296 Brent Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.647, Lanes on structure: 6, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 51.2m (168.0ft), Curb-To-Curb Width: 36.0m (118.1ft), Out-to-Out Width: 37.5m (123.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 74.9 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 480209, Location: 0.5MI S of SR752 Texar Dr (Lat: 30.440131, Lng: -87.216297), Route carried "on" structure: Interstate 110, Year Built: 2008, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 59,500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 103,232 (year 2042), Design Load: HS 20, Features Intersected: Cross Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.869, Lanes on structure: 7, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 39.6m (129.9ft), Out-to-Out Width: 41.2m (135.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 480209, Location: 0.5MI S of SR752 Texar Dr (Lat: 30.440131, Lng: -87.216297), Route carried "on" structure: Interstate 110, Year Built: 2008, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 59,500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 103,232 (year 2042), Design Load: HS 20, Features Intersected: Cross Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.869, Lanes on structure: 7, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 39.6m (129.9ft), Out-to-Out Width: 41.2m (135.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 480211, Location: Cervantes St / Service Rd (Lat: 30.421392, Lng: -87.216714), Route carried "on" structure: US 90, Year Built: 2005, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 30,500 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 52,917 (year 2042), Design Load: HS 20, Features Intersected: Service Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.058, Lanes on structure: 5, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.2m (69.6ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 21.2m (69.6ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 69.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 480211, Location: Cervantes St / Service Rd (Lat: 30.421392, Lng: -87.216714), Route carried "on" structure: US 90, Year Built: 2005, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 30,500 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 52,917 (year 2042), Design Load: HS 20, Features Intersected: Service Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.058, Lanes on structure: 5, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.2m (69.6ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 21.2m (69.6ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 69.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 480213, Location: 0.01 Miles East of US90 (Lat: 30.517753, Lng: -87.145575), Route carried "on" structure: Interstate 10, Year Built: 2006, Status: Open, Structure Length: 421.23m (1381.99ft), Average Daily Traffic: 32,000 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 55,520 (year 2042), Design Load: HL 93, Features Intersected: Escambia Bay and FG&A RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 68.9m (226.0ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 100, Length of Maximum Span: 76.2m (250.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.5 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2020, Underwater Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 480213, Location: 0.01 Miles East of US90 (Lat: 30.517753, Lng: -87.145575), Route carried "on" structure: Interstate 10, Year Built: 2006, Status: Open, Structure Length: 421.23m (1381.99ft), Average Daily Traffic: 32,000 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 55,520 (year 2042), Design Load: HL 93, Features Intersected: Escambia Bay and FG&A RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 68.9m (226.0ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 100, Length of Maximum Span: 76.2m (250.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.5 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2020, Underwater Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 480214, Location: I10 over CSX RR 339747T (Lat: 30.518014, Lng: -87.145753), Route carried "on" structure: Interstate 8, Year Built: 2007, Status: Open, Structure Length: 418.68m (1373.62ft), Average Daily Traffic: 32,000 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 55,520 (year 2042), Design Load: HL 93, Features Intersected: Escambia Bay and FG&A RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 68.9m (226.0ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 99, Length of Maximum Span: 76.2m (250.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.0 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: Superior to present desirable 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: November 2021, Underwater Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 480214, Location: I10 over CSX RR 339747T (Lat: 30.518014, Lng: -87.145753), Route carried "on" structure: Interstate 8, Year Built: 2007, Status: Open, Structure Length: 418.68m (1373.62ft), Average Daily Traffic: 32,000 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 55,520 (year 2042), Design Load: HL 93, Features Intersected: Escambia Bay and FG&A RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 68.9m (226.0ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 99, Length of Maximum Span: 76.2m (250.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.0 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: Superior to present desirable 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: November 2021, Underwater Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 480215, Location: 1.5 miles East of SR295 (Lat: 30.411106, Lng: -87.258994), Route carried "on" structure: US 98, Year Built: 2010, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 18,900 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 32,792 (year 2042), Design Load: HL 93, Features Intersected: Bayou Chico
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.134, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2022, Underwater Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 480215, Location: 1.5 miles East of SR295 (Lat: 30.411106, Lng: -87.258994), Route carried "on" structure: US 98, Year Built: 2010, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 18,900 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 32,792 (year 2042), Design Load: HL 93, Features Intersected: Bayou Chico
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.134, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2022, Underwater Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 480298, Location: 0.3Mi E of Chase St Int. (Lat: 30.418056, Lng: -87.195000), Route carried "on" structure: US 98, Year Built: 2021, Status: Open, Structure Length: 8.67m (28.44ft), Average Daily Traffic: 23,900 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 31,100 (year 2040), Design Load: HL 93, Features Intersected: 17th Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.190, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 56.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than 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: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 480298, Location: 0.3Mi E of Chase St Int. (Lat: 30.418056, Lng: -87.195000), Route carried "on" structure: US 98, Year Built: 2021, Status: Open, Structure Length: 8.67m (28.44ft), Average Daily Traffic: 23,900 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 31,100 (year 2040), Design Load: HL 93, Features Intersected: 17th Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.190, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 56.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than 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: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 480951, Location: 0.14 Mile E. of US29 SR95 (Lat: 30.445786, Lng: -87.224450), Route carried "on" structure: State highway 752, Year Built: 1971, Status: Open, Structure Length: 9.94m (32.61ft), Average Daily Traffic: 9,800 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 17,003 (year 2042), Design Load: HS 20, Features Intersected: CSX RR and E Texar Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.700, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 23.3m (76.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 59.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 480951, Location: 0.14 Mile E. of US29 SR95 (Lat: 30.445786, Lng: -87.224450), Route carried "on" structure: State highway 752, Year Built: 1971, Status: Open, Structure Length: 9.94m (32.61ft), Average Daily Traffic: 9,800 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 17,003 (year 2042), Design Load: HS 20, Features Intersected: CSX RR and E Texar Dr
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.700, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 23.3m (76.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 59.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 484023, Location: 0.1Mi S of Greenbrier Blv (Lat: 30.545528, Lng: -87.247306), Route carried "on" structure: County highway , Year Built: 1968, Status: Posted for load, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 9,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 15,615 (year 2042), Features Intersected: Unnamed Branch, Facility Carried by Structure: Guidy Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.432, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 7.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 5.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 484023, Location: 0.1Mi S of Greenbrier Blv (Lat: 30.545528, Lng: -87.247306), Route carried "on" structure: County highway , Year Built: 1968, Status: Posted for load, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 9,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 15,615 (year 2042), Features Intersected: Unnamed Branch, Facility Carried by Structure: Guidy Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.432, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 7.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 5.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 48406, Location: 0.75 Mi N of Mobile Hwy (Lat: 30.507000, Lng: -87.330972), Route carried "on" structure: County highway , Year Built: 1958, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 3,000 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 5,205 (year 2042), Features Intersected: Unnamed Branch, Facility Carried by Structure: Klondike Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.135, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Serious, Channel: Excellent, Operating Rating: 18.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 14.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: April 2020, Other Special Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 48406, Location: 0.75 Mi N of Mobile Hwy (Lat: 30.507000, Lng: -87.330972), Route carried "on" structure: County highway , Year Built: 1958, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 3,000 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 5,205 (year 2042), Features Intersected: Unnamed Branch, Facility Carried by Structure: Klondike Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.135, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Serious, Channel: Excellent, Operating Rating: 18.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 14.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: April 2020, Other Special Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 484077, Location: 0.2 Mi West of US 90 (Lat: 30.450497, Lng: -87.296528), Route carried "on" structure: County highway 341, Year Built: 1952, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 10,000 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 17,350 (year 2042), Features Intersected: Bayou Marcus Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.615, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Underwater Inspection Date: April 2021
Structure Number: 484077, Location: 0.2 Mi West of US 90 (Lat: 30.450497, Lng: -87.296528), Route carried "on" structure: County highway 341, Year Built: 1952, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 10,000 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 17,350 (year 2042), Features Intersected: Bayou Marcus Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.615, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Underwater Inspection Date: April 2021
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Structure Number: 484083, Location: 0.1 Mi S of Nine Mile Rd (Lat: 30.531028, Lng: -87.230361), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 545 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 946 (year 2042), Features Intersected: Unnamed Branch, Facility Carried by Structure: Woodrun Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.024, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2020, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 484083, Location: 0.1 Mi S of Nine Mile Rd (Lat: 30.531028, Lng: -87.230361), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 545 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 946 (year 2042), Features Intersected: Unnamed Branch, Facility Carried by Structure: Woodrun Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.024, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2020, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 484084, Location: 0.5 Mi S of SR 10 (Lat: 30.526083, Lng: -87.230667), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 174 (year 2042), Design Load: H 15, Features Intersected: Unnamed Branch, Facility Carried by Structure: Woodrun Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.360, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Other Special Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 484084, Location: 0.5 Mi S of SR 10 (Lat: 30.526083, Lng: -87.230667), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 174 (year 2042), Design Load: H 15, Features Intersected: Unnamed Branch, Facility Carried by Structure: Woodrun Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.360, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Other Special Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 48409, Location: 0.08 Mi E of Scenic Hills (Lat: 30.546167, Lng: -87.229250), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 500 (year 2021), Average Future Daily Traffic: 868 (year 2040), Features Intersected: Thompson Bayou, Facility Carried by Structure: Burning Tree Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.469, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.4m (14.4ft)
Condition: Channel: Serious, Culverts: Serious, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 6 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: July 2021, Underwater Inspection Date: January 2022, Other Special Inspection Date: January 2022
Structure Number: 48409, Location: 0.08 Mi E of Scenic Hills (Lat: 30.546167, Lng: -87.229250), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 500 (year 2021), Average Future Daily Traffic: 868 (year 2040), Features Intersected: Thompson Bayou, Facility Carried by Structure: Burning Tree Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.469, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.4m (14.4ft)
Condition: Channel: Serious, Culverts: Serious, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 6 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: July 2021, Underwater Inspection Date: January 2022, Other Special Inspection Date: January 2022
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Structure Number: 484094, Location: 0.24Mi S of Greenbrier Bl (Lat: 30.543861, Lng: -87.239639), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 750 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 1,302 (year 2042), Features Intersected: Unnamed Branch, Facility Carried by Structure: Foxrun Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.271, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.9m (29.2ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: April 2021
Structure Number: 484094, Location: 0.24Mi S of Greenbrier Bl (Lat: 30.543861, Lng: -87.239639), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 750 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 1,302 (year 2042), Features Intersected: Unnamed Branch, Facility Carried by Structure: Foxrun Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.271, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.9m (29.2ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: April 2021
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Structure Number: 484189, Location: 0.6 Mi South of SR 97 (Lat: 30.547403, Lng: -87.329897), Route carried "on" structure: County highway 297A, Year Built: 1999, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 10,500 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 18,278 (year 2041), Design Load: HS 20, Features Intersected: Eleven Mile Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.091, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 484189, Location: 0.6 Mi South of SR 97 (Lat: 30.547403, Lng: -87.329897), Route carried "on" structure: County highway 297A, Year Built: 1999, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 10,500 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 18,278 (year 2041), Design Load: HS 20, Features Intersected: Eleven Mile Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.091, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 48421, Location: 0.58 Mi E of Guidy Lane (Lat: 30.547039, Lng: -87.237361), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 7,900 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 13,707 (year 2042), Design Load: HL 93, Features Intersected: Thompson Branch, Facility Carried by Structure: Greenbrier Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.353, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Excellent, Operating Rating: 66.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 48421, Location: 0.58 Mi E of Guidy Lane (Lat: 30.547039, Lng: -87.237361), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 7,900 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 13,707 (year 2042), Design Load: HL 93, Features Intersected: Thompson Branch, Facility Carried by Structure: Greenbrier Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.353, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Excellent, Operating Rating: 66.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 484212, Location: 0.5 Mi S of CR 298 A (Lat: 30.411611, Lng: -87.274944), Route carried "on" structure: County highway 295, Year Built: 2004, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 9,100 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 15,789 (year 2042), Design Load: HS 20+Mod, Features Intersected: Jackson Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.535, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 71.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.8 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, Inspection Date: August 2021
Structure Number: 484212, Location: 0.5 Mi S of CR 298 A (Lat: 30.411611, Lng: -87.274944), Route carried "on" structure: County highway 295, Year Built: 2004, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 9,100 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 15,789 (year 2042), Design Load: HS 20+Mod, Features Intersected: Jackson Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.535, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 71.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.8 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, Inspection Date: August 2021
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Structure Number: 484219, Location: 1.1 Mi N of US90A (Lat: 30.549806, Lng: -87.312000), Route carried "on" structure: County highway 297, Year Built: 2006, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 14,000 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 24,290 (year 2042), Design Load: HS 20, Features Intersected: Branch of Eleven Mile Ck
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.717, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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: 13.0m (42.7ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 484219, Location: 1.1 Mi N of US90A (Lat: 30.549806, Lng: -87.312000), Route carried "on" structure: County highway 297, Year Built: 2006, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 14,000 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 24,290 (year 2042), Design Load: HS 20, Features Intersected: Branch of Eleven Mile Ck
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.717, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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: 13.0m (42.7ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 484227, Location: 0.25Mi N of Tate Schl Rd (Lat: 30.581139, Lng: -87.302972), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 2,000 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 3,470 (year 2042), Design Load: HS 20, Features Intersected: Branch Eleven Mile Creek, Facility Carried by Structure: Tate Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.497, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.2m (7.2ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Excellent, Inventory Rating: 59.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2022, Underwater Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels
Structure Number: 484227, Location: 0.25Mi N of Tate Schl Rd (Lat: 30.581139, Lng: -87.302972), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 2,000 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 3,470 (year 2042), Design Load: HS 20, Features Intersected: Branch Eleven Mile Creek, Facility Carried by Structure: Tate Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.497, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.2m (7.2ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Excellent, Inventory Rating: 59.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2022, Underwater Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels
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Structure Number: 484242, Location: 1.16Mi North of US 90A (Lat: 30.550761, Lng: -87.299972), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 2,200 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,817 (year 2042), Design Load: HL 93, Features Intersected: Unnamed Branch, Facility Carried by Structure: Stefani Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.860, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.4m (27.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 484242, Location: 1.16Mi North of US 90A (Lat: 30.550761, Lng: -87.299972), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 2,200 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,817 (year 2042), Design Load: HL 93, Features Intersected: Unnamed Branch, Facility Carried by Structure: Stefani Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.860, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.4m (27.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 484273, Location: 0.2 Mi E of Guidy Lane (Lat: 30.536694, Lng: -87.244639), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 511 (year 2018), Average Future Daily Traffic: 868 (year 2040), Design Load: HL 93, Features Intersected: Unnamed Branch, Facility Carried by Structure: Stillbrook Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.307, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable 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: March 2020, Underwater Inspection Date: March 2020
Structure Number: 484273, Location: 0.2 Mi E of Guidy Lane (Lat: 30.536694, Lng: -87.244639), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 511 (year 2018), Average Future Daily Traffic: 868 (year 2040), Design Load: HL 93, Features Intersected: Unnamed Branch, Facility Carried by Structure: Stillbrook Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.307, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable 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: March 2020, Underwater Inspection Date: March 2020
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Structure Number: 485247, Location: 0.5 Mi SW of SR 296 (Lat: 30.460083, Lng: -87.208861), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 21,500 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 37,689 (year 2042), Design Load: HL 93, Features Intersected: Bayou Texar, Facility Carried by Structure: 12th Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.835, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 71.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 60.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: December 2021, Underwater Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 485247, Location: 0.5 Mi SW of SR 296 (Lat: 30.460083, Lng: -87.208861), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 21,500 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 37,689 (year 2042), Design Load: HL 93, Features Intersected: Bayou Texar, Facility Carried by Structure: 12th Ave
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.835, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 71.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 60.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: December 2021, Underwater Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 580024, Location: 0.5 Mi N of CR 191A (Lat: 30.610456, Lng: -87.035956), Route carried "on" structure: County highway 191, Year Built: 1960, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 8,100 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 14,175 (year 2042), Design Load: HS 20, Features Intersected: Simpson Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.580, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2021, Other Special Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 580024, Location: 0.5 Mi N of CR 191A (Lat: 30.610456, Lng: -87.035956), Route carried "on" structure: County highway 191, Year Built: 1960, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 8,100 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 14,175 (year 2042), Design Load: HS 20, Features Intersected: Simpson Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.580, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2021, Other Special Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 580025, Location: 0.6 Mi S of Caroline St (Lat: 30.613028, Lng: -87.036536), Route carried "on" structure: County highway 191, Year Built: 1960, Status: Posted for load, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 8,100 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 14,175 (year 2042), Design Load: HS 20, Features Intersected: Davison Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.876, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2021, Underwater Inspection Date: December 2021, Other Special Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 580025, Location: 0.6 Mi S of Caroline St (Lat: 30.613028, Lng: -87.036536), Route carried "on" structure: County highway 191, Year Built: 1960, Status: Posted for load, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 8,100 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 14,175 (year 2042), Design Load: HS 20, Features Intersected: Davison Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.876, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2021, Underwater Inspection Date: December 2021, Other Special Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1FL2685, Location: 0.3 KM E. OF FUEL FARM RD (Lat: 30.360139, Lng: -87.326389), Route carried "on" structure: ServiceOther road , Year Built: 1998, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 100 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 100 (year 2032), Features Intersected: CREEK, Facility Carried by Structure: RADIO FACILITY ACC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Navy/Marines, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $16,000, Total Project Cost: $22,000 ( Estimate for 2021)
Structure Number: 1FL2685, Location: 0.3 KM E. OF FUEL FARM RD (Lat: 30.360139, Lng: -87.326389), Route carried "on" structure: ServiceOther road , Year Built: 1998, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 100 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 100 (year 2032), Features Intersected: CREEK, Facility Carried by Structure: RADIO FACILITY ACC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Navy/Marines, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $16,000, Total Project Cost: $22,000 ( Estimate for 2021)
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Structure Number: 1FL357, Location: 1.6 KM NW OF TOW ROAD (Lat: 30.360331, Lng: -87.307000), Route carried "on" structure: ServiceOther road , Year Built: 1972, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 100 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 100 (year 2032), Features Intersected: CREEK, Facility Carried by Structure: FORREST SHERMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Navy/Marines, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.6m (18.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.2m (10.5ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.61m (2.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Roadway Improvement Cost: $33,000, Total Project Cost: $33,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1FL357, Location: 1.6 KM NW OF TOW ROAD (Lat: 30.360331, Lng: -87.307000), Route carried "on" structure: ServiceOther road , Year Built: 1972, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 100 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 100 (year 2032), Features Intersected: CREEK, Facility Carried by Structure: FORREST SHERMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Navy/Marines, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.6m (18.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.2m (10.5ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.61m (2.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Roadway Improvement Cost: $33,000, Total Project Cost: $33,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1FL366, Location: 0.5 KM N OF MAIN GATE (Lat: 30.372083, Lng: -87.275972), Route carried "on" structure: Other road , Year Built: 1984, Status: Open, Structure Length: 48.10m (157.81ft), Average Daily Traffic: 40,000 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 50,000 (year 2032), Design Load: HS 20, Features Intersected: BAYOU GRANDE, Facility Carried by Structure: ROUTE 295
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: Navy/Marines, Approaching Roadway Width: 28.7m (94.2ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 24, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.4m (11.2ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 33.1m (108.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 48.10m (157.81ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: March 2021, Bridge Improvement Cost: $116,000, Roadway Improvement Cost: $33,000, Total Project Cost: $149,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1FL366, Location: 0.5 KM N OF MAIN GATE (Lat: 30.372083, Lng: -87.275972), Route carried "on" structure: Other road , Year Built: 1984, Status: Open, Structure Length: 48.10m (157.81ft), Average Daily Traffic: 40,000 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 50,000 (year 2032), Design Load: HS 20, Features Intersected: BAYOU GRANDE, Facility Carried by Structure: ROUTE 295
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: Navy/Marines, Approaching Roadway Width: 28.7m (94.2ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 24, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.4m (11.2ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 33.1m (108.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 48.10m (157.81ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: March 2021, Bridge Improvement Cost: $116,000, Roadway Improvement Cost: $33,000, Total Project Cost: $149,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1FL3667, Location: 1 KM N OF TAYLOR ROAD (Lat: 30.366389, Lng: -87.278028), Route carried "on" structure: Other road , Year Built: 1984, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 1,300 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 1,400 (year 2032), Design Load: HS 20, Features Intersected: MURRAY ROAD, Facility Carried by Structure: DUNCAN ROAD (NB)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Owner: Navy/Marines, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.45m (14.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $21,000, Total Project Cost: $37,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1FL3667, Location: 1 KM N OF TAYLOR ROAD (Lat: 30.366389, Lng: -87.278028), Route carried "on" structure: Other road , Year Built: 1984, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 1,300 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 1,400 (year 2032), Design Load: HS 20, Features Intersected: MURRAY ROAD, Facility Carried by Structure: DUNCAN ROAD (NB)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Owner: Navy/Marines, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.45m (14.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $21,000, Total Project Cost: $37,000 ( Estimate for 2021), 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: 44,500 (year 2020), Truck Traffic: 8%, Features Intersected: US29 SR95, Facility Carried by Structure: I10 SR8
Minimum Vertical Clearance: 5.00m (16.40ft), 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)
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: 44,500 (year 2020), Truck Traffic: 8%, Features Intersected: US29 SR95, Facility Carried by Structure: I10 SR8
Minimum Vertical Clearance: 5.00m (16.40ft), 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: 480058, Location: 0.74 Miles East of US29 (Lat: 30.503903, Lng: -87.254719), Route carried "under" structure: Interstate 10, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 79,000 (year 2018), Truck Traffic: 7%, Features Intersected: I10 SR8, Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 17.627, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.4m (76.8ft)
Structure Number: 480058, Location: 0.74 Miles East of US29 (Lat: 30.503903, Lng: -87.254719), Route carried "under" structure: Interstate 10, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 79,000 (year 2018), Truck Traffic: 7%, Features Intersected: I10 SR8, Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 17.627, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.4m (76.8ft)
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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: 23,500 (year 2020), Truck Traffic: 7%, 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)
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: 23,500 (year 2020), Truck Traffic: 7%, 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: 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: 44,500 (year 2020), 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)
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: 44,500 (year 2020), 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 "under" structure: State highway 297, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 23,500 (year 2020), Truck Traffic: 7%, 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)
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: 23,500 (year 2020), Truck Traffic: 7%, 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 "under" structure: Spur Interstate 110, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 60,445 (year 2020), Truck Traffic: 6%, 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)
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: 60,445 (year 2020), Truck Traffic: 6%, 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: 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: 9,800 (year 2020), Truck Traffic: 7%, Features Intersected: SR752 East Texar Drive, Facility Carried by Structure: I110 SR8A
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 1.363, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)
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: 9,800 (year 2020), Truck Traffic: 7%, Features Intersected: SR752 East Texar Drive, Facility Carried by Structure: I110 SR8A
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 1.363, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)