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Bridge Statistics for Pensacola, Florida (FL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Pensacola, FL, Florida, Florida forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 115
Total length: 4,330 meters (14,206ft) Total costs: $12,292,000 Total average daily traffic: 2,512,061 Total average daily truck traffic: 202,401 National Bridge Inventory (NBI) Registered Bridges for Pensacola
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Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >> Show street view
Structure Number: 480035, Location: Escambia-Santa Rosa CO.LN (Lat: 30.394286, Lng: -87.184919), Route carried "on" structure: US 98, Year Built: 1960, Status: Open, Structure Length: 476.71m (1564.01ft), Average Daily Traffic: 50,065 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 86,863 (year 2032), Design Load: HS 20+Mod, Features Intersected: Pensacola Bay Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 15.2m (49.9ft), Horizontal Clearance: 38.1m (125.0ft)), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 254, Length of Maximum Span: 46.9m (153.9ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.9m (62.0ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Very good, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 476.71m (1564.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 11, Critical Feature Inspection Date: November 11, Underwater Inspection Date: November 11, Bridge Improvement Cost: $1,300,000, Total Project Cost: $1,300,000, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 480042, Location: ENSLEY (Lat: 30.533303, Lng: -87.276914), Route carried "on" structure: US 29, Year Built: 1956, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 20,000 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 34,700 (year 2032), Design Load: HS 20+Mod, Features Intersected: US90A SR10 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.863, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Bridge Improvement Cost: $84,000, Total Project Cost: $84,000, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 480043, Location: ENSLEY (Lat: 30.533306, Lng: -87.277108), Route carried "on" structure: US 29, Year Built: 1956, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 20,000 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 34,700 (year 2032), Design Load: HS 20+Mod, Features Intersected: US90A SR10 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.863, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 480053, Location: 2.0 MILES WEST OF SR95 (Lat: 30.515556, Lng: -87.302250), Route carried "on" structure: Interstate 10, Year Built: 1961, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 47,500 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 82,413 (year 2032), Design Load: HS 20, Features Intersected: EIGHT MILE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.664, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 64.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 10 Find on map >> Show street view
Structure Number: 480054, Location: I10 WB/AL&GC RR 663249Y (Lat: 30.504647, Lng: -87.269469), Route carried "on" structure: Interstate 10, Year Built: 1961, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 23,750 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 41,206 (year 2032), Design Load: HS 20, Features Intersected: AL & GC RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.190, Lanes on structure: 2, 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: 3, Length of Maximum Span: 14.2m (46.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 480055, Location: I10 WB OVER US29, SR95 (Lat: 30.504783, Lng: -87.267072), Route carried "on" structure: Interstate 10, Year Built: 1961, Year Reconstructed: 1997, Status: Open, Structure Length: 6.90m (22.64ft), Average Daily Traffic: 23,750 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 41,206 (year 2032), Design Load: HS 20, Features Intersected: US29 SR95 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.496, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 480062, Location: 3.0mi. WEST OF US29, SR95 (Lat: 30.521508, Lng: -87.313539), Route carried "on" structure: Interstate 10, Year Built: 1961, Year Reconstructed: 1997, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 17,500 (year 2010), Truck Traffic: 18%, Average Future Daily Traffic: 30,363 (year 2032), Design Load: HS 20, Features Intersected: SR297 PINE FOREST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.384, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 480064, Location: I10 EB/AL&GC RR 663250T (Lat: 30.502911, Lng: -87.268900), Route carried "on" structure: Interstate 10, Year Built: 1961, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 23,750 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 41,206 (year 2032), Design Load: HS 20, Features Intersected: AL & GC RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.206, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.6m (51.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: August 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 480065, Location: I10 EB OVER US29, SR95 (Lat: 30.502253, Lng: -87.265881), Route carried "on" structure: Interstate 10, Year Built: 1961, Year Reconstructed: 1997, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 23,750 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 41,206 (year 2032), Design Load: HS 20, Features Intersected: US29 SR95 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.496, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 480067, Location: 3.0mi. WEST OF US29, SR95 (Lat: 30.521236, Lng: -87.313525), Route carried "on" structure: Interstate 10, Year Built: 1961, Year Reconstructed: 1997, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 17,500 (year 2010), Truck Traffic: 18%, Average Future Daily Traffic: 30,363 (year 2032), Design Load: HS 20, Features Intersected: SR297 PINE FOREST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.384, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 480074, Location: 1.4mi. South of I10 SR8 (Lat: 30.481306, Lng: -87.230333), Route carried "on" structure: City street 8A, Year Built: 1964, Year Reconstructed: 2008, Status: Open, Structure Length: 7.75m (25.43ft), Average Daily Traffic: 25,000 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 43,375 (year 2032), Design Load: HS 20+Mod, Features Intersected: I110 SR8A, Facility Carried by Structure: Airport Blvd Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.859, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.8m (68.2ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 25.1m (82.3ft), Out-to-Out Width: 29.7m (97.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 61.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 480075, Location: 1.0mi. SOUTH OF I-10 (Lat: 30.488722, Lng: -87.230528), Route carried "on" structure: Interstate 110, Year Built: 1964, Status: Open, Structure Length: 1.53m (5.02ft), Average Daily Traffic: 34,000 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 58,990 (year 2032), Design Load: HS 20, Features Intersected: CARPENTER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.502, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 12 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.5m (11.5ft) Condition: Channel: Very good, Culverts: Satisfactory, Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 10 Find on map >> Show street view
Structure Number: 480083, Location: 0.4 Miles South of SR295 (Lat: 30.446706, Lng: -87.218117), Route carried "on" structure: Interstate 110, Year Built: 1970, Year Reconstructed: 2008, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 17,000 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 29,495 (year 2032), Design Load: HS 20, Features Intersected: SR752 East Texar Drive Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.623, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.6m (70.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.66m (15.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Bridge Improvement Cost: $40,000, Total Project Cost: $40,000, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 480084, Location: 0.6 MILES NORTH OF SR742 (Lat: 30.502375, Lng: -87.183814), Route carried "on" structure: State highway 289, Year Built: 1967, Status: Open, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 22,500 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 39,038 (year 2032), Design Load: HS 20, Features Intersected: I10 SR8 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.691, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.2m (76.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.66m (28.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Bridge Improvement Cost: $80,000, Total Project Cost: $80,000, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 480086, Location: 0.4 Miles South of SR295 (Lat: 30.446739, Lng: -87.217903), Route carried "on" structure: Interstate 110, Year Built: 1970, Year Reconstructed: 2008, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 17,000 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 29,495 (year 2032), Design Load: HS 20, Features Intersected: SR752 East Texar Drive Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.616, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.6m (61.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 47.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.66m (15.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Bridge Improvement Cost: $35,000, Total Project Cost: $35,000, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 48009, Location: 0.5mi. E. OF US90, SR10A (Lat: 30.435714, Lng: -87.267731), Route carried "on" structure: State highway 727, Year Built: 1973, Status: Open, Structure Length: 7.33m (24.05ft), Average Daily Traffic: 11,750 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 20,386 (year 2032), Design Load: HS 20, Features Intersected: SR295 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.356, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.6m (110.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 480092, Location: PENSACOLA (Lat: 30.471361, Lng: -87.213083), Route carried "on" structure: State highway 289, Year Built: 1965, Status: Open, Structure Length: 1.42m (4.66ft), Average Daily Traffic: 31,500 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 54,653 (year 2032), Design Load: HS 20, Features Intersected: Carpenter's Creek Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.207, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 1.2m (3.9ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 10 Find on map >> Show street view
Structure Number: 480102, Location: 0.3 MI W OF I110 (Lat: 30.494056, Lng: -87.236472), Route carried "on" structure: State highway 742, Year Built: 1967, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 8,900 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 15,442 (year 2032), Design Load: H 15, Features Intersected: CARPENTER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.959, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 10 Find on map >> Show street view
Structure Number: 480104, Location: 0.5mi. EAST OF SR291 (Lat: 30.475250, Lng: -87.218500), Route carried "on" structure: State highway 296, Year Built: 1969, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 24,653 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 42,773 (year 2032), Design Load: HS 20, Features Intersected: CARPENTER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.314, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 10, Underwater Inspection Date: September 10 Find on map >> Show street view
Structure Number: 480122, Location: 3.7mi WEST OF I10 SR8 (Lat: 30.535139, Lng: -87.373917), Route carried "on" structure: US 90A, Year Built: 1965, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 4,200 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 7,287 (year 2032), Design Load: HS 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.288, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 10, Underwater Inspection Date: September 10 Find on map >> Show street view
Structure Number: 480126, Location: 0.5mi NORTH OF US98 SR30 (Lat: 30.410972, Lng: -87.276500), Route carried "on" structure: State highway 295, Year Built: 1971, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 26,500 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 45,978 (year 2032), Design Load: HS 20, Features Intersected: CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.131, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 10, Underwater Inspection Date: September 10 Find on map >> Show street view
Structure Number: 480134, Location: SR295 SB OVER US90, SR10A (Lat: 30.430739, Lng: -87.272522), Route carried "on" structure: State highway 295, Year Built: 1973, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 9,150 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 15,875 (year 2032), Design Load: HS 20, Features Intersected: US90 SR10A Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.368, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 99.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 70.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 480137, Location: 5.4mi. EAST OF US29 (Lat: 30.549000, Lng: -87.195261), Route carried "on" structure: US 90, Year Built: 1974, Year Reconstructed: 2004, Status: Open, Structure Length: 50.60m (166.01ft), Average Daily Traffic: 19,750 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 34,266 (year 2032), Design Load: HS 20, Features Intersected: ESCAMBIA RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.516, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Navigation Control: Yes ( Vertical Clearance: 12.9m (42.3ft), Horizontal Clearance: 46.0m (150.9ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 16, Length of Maximum Span: 64.2m (210.6ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.1m (46.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 50.66m (166.21ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 10, Underwater Inspection Date: June 10, Bridge Improvement Cost: $8,000,000, Roadway Improvement Cost: $2,532,000, Total Project Cost: $10,532,000, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 480138, Location: SR295 SB OVER US90, SR10A (Lat: 30.430903, Lng: -87.272692), Route carried "on" structure: State highway 295, Year Built: 1973, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 9,150 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 15,875 (year 2032), Design Load: HS 20, Features Intersected: US90 SR10A Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.370, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 480143, Location: I10 RAMP/AL&GC RR 663251A (Lat: 30.506197, Lng: -87.269583), Route carried "on" structure: Ramp Interstate 10, Year Built: 1961, Year Reconstructed: 1996, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 1,300 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 2,256 (year 2032), Design Load: HS 20, Features Intersected: AL & GC RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.224, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.5m (57.4ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.2m (30.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 480153, Location: SR295/CSX RR 339707V (Lat: 30.448983, Lng: -87.226233), Route carried "on" structure: State highway 295, Year Built: 1977, Status: Open, Structure Length: 5.84m (19.16ft), Average Daily Traffic: 29,000 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 50,315 (year 2032), Design Load: HS 20, Features Intersected: PEARL AVENUE & R.R. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.808, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 22.9m (75.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 74.1 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: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 480157, Location: RAMP "F" TO CERVANTES ST (Lat: 30.424103, Lng: -87.214992), Route carried "on" structure: Ramp Interstate 110, Year Built: 1979, Status: Open, Structure Length: 49.10m (161.09ft), Average Daily Traffic: 5,600 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 9,716 (year 2032), Design Load: HS 20, Features Intersected: GONZALES ST Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Number Of Approach Spans: 1, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 43.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 480158, Location: Ramp E Over Gonzalez St. (Lat: 30.424950, Lng: -87.214331), Route carried "on" structure: Ramp Interstate 110, Year Built: 1979, Status: Open, Structure Length: 19.10m (62.66ft), Average Daily Traffic: 5,100 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 8,849 (year 2032), Design Load: HS 20, Features Intersected: Gonzalez St. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.151, Lanes on structure: 1, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 480159, Location: US98B Chase St. / SR 291 (Lat: 30.415236, Lng: -87.210617), Route carried "on" structure: US 98, Year Built: 1979, Status: Open, Structure Length: 19.81m (64.99ft), Average Daily Traffic: 8,300 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 14,401 (year 2032), Design Load: HS 20, Features Intersected: SR291 Alcaniz Street Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.404, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 28.8 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 11, Critical Feature Inspection Date: Febuary 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 480162, Location: I-110/CSX RR 350290A (Lat: 30.417056, Lng: -87.211022), Route carried "on" structure: Ramp Interstate 110, Year Built: 1979, Status: Open, Structure Length: 29.99m (98.39ft), Average Daily Traffic: 8,600 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 14,921 (year 2032), Design Load: HS 20, Features Intersected: STREETS & RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.198, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 8, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 11, Critical Feature Inspection Date: Febuary 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 480163, Location: I110/CSX RR 350290A (Lat: 30.425008, Lng: -87.214581), Route carried "on" structure: Spur Interstate 110, Year Built: 1980, Status: Open, Structure Length: 236.10m (774.61ft), Average Daily Traffic: 17,000 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 29,495 (year 2032), Design Load: HS 20, Features Intersected: City Streets Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.026, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 10, Number Of Approach Spans: 62, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 23.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 11, Critical Feature Inspection Date: Febuary 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 480164, Location: I110/CSX RR 350290A (Lat: 30.424861, Lng: -87.215031), Route carried "on" structure: Spur Interstate 110, Year Built: 1980, Status: Open, Structure Length: 247.99m (813.62ft), Average Daily Traffic: 17,000 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 29,495 (year 2032), Design Load: HS 20, Features Intersected: I110 & City Streets Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 16, Number Of Approach Spans: 57, Length of Maximum Span: 47.5m (155.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 31.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 11, Critical Feature Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 480165, Location: I-110/CSX RR 350290A (Lat: 30.417964, Lng: -87.213094), Route carried "on" structure: Ramp Interstate 110, Year Built: 1979, Status: Open, Structure Length: 40.92m (134.25ft), Average Daily Traffic: 6,700 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 11,625 (year 2032), Design Load: HS 20, Features Intersected: City Streets & RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 10, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 11, Critical Feature Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 480167, Location: 0.9 mi NORTH OF SR298 (Lat: 30.433814, Lng: -87.324044), Route carried "on" structure: State highway 173, Year Built: 1984, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 21,500 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 37,303 (year 2032), Design Load: HS 20, Features Intersected: BAYOU MARCUS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.915, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 80.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 10, Underwater Inspection Date: September 10, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 480168, Location: 1.6 mi. EAST OF SR10A (Lat: 30.460750, Lng: -87.273222), Route carried "on" structure: State highway 296, Year Built: 1977, Status: Open, Structure Length: 1.91m (6.27ft), Average Daily Traffic: 30,500 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 52,918 (year 2032), Design Load: H 20, Features Intersected: MARCUS CRK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.670, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m Condition: Channel: Good, Culverts: Good, Operating Rating: 95.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 10, Underwater Inspection Date: September 10 Find on map >> Show street view
Structure Number: 480169, Location: 0.1mi. EAST OF SR10A (Lat: 30.460694, Lng: -87.299750), Route carried "on" structure: State highway 296, Year Built: 1977, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 27,500 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 47,713 (year 2032), Design Load: HS 20, Features Intersected: TURNERS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.082, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Good, Inventory Rating: 57.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 10, Underwater Inspection Date: September 10 Find on map >> Show street view
Structure Number: 480184, Location: 0.5mi South of I10 (Lat: 30.495850, Lng: -87.230133), Route carried "on" structure: State highway 742, Year Built: 2005, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 7,500 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 13,012 (year 2030), Design Load: HS 20, Features Intersected: I110 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.350, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, 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: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 25.6m (84.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 72.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 480191, Location: 0.412 mi South of US 98 (Lat: 30.402050, Lng: -87.247475), Route carried "on" structure: State highway 292, Year Built: 1998, Status: Open, Structure Length: 69.81m (229.04ft), Average Daily Traffic: 25,000 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 43,375 (year 2032), Design Load: HS 20, Features Intersected: BAYOU CHICO Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 20.1m (65.9ft), Horizontal Clearance: 38.1m (125.0ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 18, Length of Maximum Span: 73.2m (240.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 32.9m (107.9ft), Out-to-Out Width: 38.1m (125.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 75.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 10, Underwater Inspection Date: June 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 480193, Location: 0.4 Mi. WEST OF SR289A (Lat: 30.425789, Lng: -87.188369), Route carried "on" structure: US 90, Year Built: 2000, Status: Open, Structure Length: 15.58m (51.12ft), Average Daily Traffic: 24,500 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 42,508 (year 2032), Design Load: H 20, Features Intersected: BAYOU TEXAR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.759, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 17.3m (56.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 26.0m (85.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: July 10, Underwater Inspection Date: July 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 480194, Location: 1.5 MI South of I10 (Lat: 30.483919, Lng: -87.222750), Route carried "on" structure: State highway 291, Year Built: 2002, Status: Open, Structure Length: 3.00m (9.84ft), Average Daily Traffic: 33,500 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 58,123 (year 2032), Design Load: H 20, Features Intersected: CARPENTER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.932, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.0m (98.4ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 24.0m (78.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: August 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 480195, Location: US98/AL&GC RR 663267W (Lat: 30.412006, Lng: -87.246353), Route carried "on" structure: US 98, Year Built: 2002, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 9,050 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 15,702 (year 2032), Design Load: H 20, Features Intersected: AL&GC RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.352, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 51.5m (169.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 480196, Location: US98/AL&GC RR 663267W (Lat: 30.412144, Lng: -87.246508), Route carried "on" structure: US 98, Year Built: 2002, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 9,050 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 15,702 (year 2032), Design Load: H 20, Features Intersected: AL&GC RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.338, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 51.5m (169.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 480198, Location: US90 SR10A/CSX RR 339718H (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: 27,000 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 46,845 (year 2032), Design Load: HS 20, Features Intersected: City St & CSXRR 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 continuous, 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: 25.9m (85.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable 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: September 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
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: 17,000 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 29,495 (year 2032), Design Load: HS 20, Features Intersected: I110 SR8A & I10 SR8 Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 10.115, 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 continuous, 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: Very good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 4802, Location: INT. OF I10 AND I110 (Lat: 30.503481, Lng: -87.230039), Route carried "on" structure: Spur Interstate 110, Year Built: 2006, Status: Open, Structure Length: 9.01m (29.56ft), Average Daily Traffic: 17,000 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 29,495 (year 2032), Design Load: HS 20, Features Intersected: I10 SR8 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.115, 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 continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.1m (151.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: June 10, Deck Structure Type: Concrete Cast-file-Place
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