Bridge Statistics for Escatawpa, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 541ft / 165mTotal length
- $1,651,000,000Total costs
- 58,550Total average daily traffic
- 4,355Total average daily truck traffic
- 62,900Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Escatawpa
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 11970-1979
- 61980-1989
- 32010-2019
- Bridge Condition - Deck
- 50.0%Very good
- 50.0%Good
- Bridge Condition - Superstructure
- 60.0%Very good
- 30.0%Good
- 10.0%Satisfactory
- Bridge Condition - Substructure
- 50.0%Very good
- 30.0%Good
- 20.0%Satisfactory
- Bridge Condition - Channel
- 9.1%Excellent
- 18.2%Very good
- 36.4%Good
- 18.2%Satisfactory
- 18.2%Fair
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Structure Number: 31000630300105, Location: 0.9 MI N SR 613 (Lat: 30.534108, Lng: -88.549003), Route carried "on" structure: State highway 63, Year Built: 1959, Year Reconstructed: 1980, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 14,000 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 16,000 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.649, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 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, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: July 2019, Bridge Improvement Cost: $14,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $249,000,000
Structure Number: 31000630300105, Location: 0.9 MI N SR 613 (Lat: 30.534108, Lng: -88.549003), Route carried "on" structure: State highway 63, Year Built: 1959, Year Reconstructed: 1980, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 14,000 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 16,000 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.649, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 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, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: July 2019, Bridge Improvement Cost: $14,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $249,000,000
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Structure Number: 31000630300112A, Location: 1.5 MI N SR 613 (Lat: 30.543222, Lng: -88.554658), Route carried "on" structure: State highway 63, Year Built: 1975, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 7,000 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 8,000 (year 2040), Design Load: HS 20, Features Intersected: BLACK CREEK COOLING RES
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.590, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000630300112A, Location: 1.5 MI N SR 613 (Lat: 30.543222, Lng: -88.554658), Route carried "on" structure: State highway 63, Year Built: 1975, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 7,000 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 8,000 (year 2040), Design Load: HS 20, Features Intersected: BLACK CREEK COOLING RES
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.590, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000630300112B, Location: 1.5 MI N SR 613 (Lat: 30.542392, Lng: -88.553858), Route carried "on" structure: State highway 63, Year Built: 1980, Status: Open, Structure Length: 11.80m (38.71ft), Average Daily Traffic: 7,000 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 8,000 (year 2040), Design Load: HS 20, Features Intersected: BLACK CREEK COOLING RES
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.679, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.80m (38.71ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: June 2019, Bridge Improvement Cost: $132,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $385,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000630300112B, Location: 1.5 MI N SR 613 (Lat: 30.542392, Lng: -88.553858), Route carried "on" structure: State highway 63, Year Built: 1980, Status: Open, Structure Length: 11.80m (38.71ft), Average Daily Traffic: 7,000 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 8,000 (year 2040), Design Load: HS 20, Features Intersected: BLACK CREEK COOLING RES
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.679, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.80m (38.71ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: June 2019, Bridge Improvement Cost: $132,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $385,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31006130300045, Location: 1.0 M S I 10 (Lat: 30.421881, Lng: -88.542936), Route carried "on" structure: State highway 613, Year Built: 1987, Status: Open, Structure Length: 117.99m (387.11ft), Average Daily Traffic: 17,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 17,000 (year 2040), Design Load: HS 20, Features Intersected: ESCATAWPA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.780, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 61, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Navigation Control: Yes ( Vertical Clearance: 26.0m (85.3ft), Horizontal Clearance: 41.0m (134.5ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 29, Length of Maximum Span: 91.4m (299.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2020, Underwater Inspection Date: June 2019, Deck Structure Type: Other
Structure Number: 31006130300045, Location: 1.0 M S I 10 (Lat: 30.421881, Lng: -88.542936), Route carried "on" structure: State highway 613, Year Built: 1987, Status: Open, Structure Length: 117.99m (387.11ft), Average Daily Traffic: 17,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 17,000 (year 2040), Design Load: HS 20, Features Intersected: ESCATAWPA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.780, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 61, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Navigation Control: Yes ( Vertical Clearance: 26.0m (85.3ft), Horizontal Clearance: 41.0m (134.5ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 29, Length of Maximum Span: 91.4m (299.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2020, Underwater Inspection Date: June 2019, Deck Structure Type: Other
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Structure Number: 31006130300081, Location: 2.7 MI N I 10 (Lat: 30.475372, Lng: -88.547694), Route carried "on" structure: State highway 613, Year Built: 1984, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 4,100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,100 (year 2040), Design Load: HS 20, Features Intersected: FOUR MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.910, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $32,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $269,000,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 31006130300081, Location: 2.7 MI N I 10 (Lat: 30.475372, Lng: -88.547694), Route carried "on" structure: State highway 613, Year Built: 1984, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 4,100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,100 (year 2040), Design Load: HS 20, Features Intersected: FOUR MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.910, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $32,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $269,000,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 31006130300102, Location: 5.0 MI N I 10 (Lat: 30.503492, Lng: -88.550850), Route carried "on" structure: State highway 613, Year Built: 1984, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,300 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.282, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $22,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $258,000,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 31006130300102, Location: 5.0 MI N I 10 (Lat: 30.503492, Lng: -88.550850), Route carried "on" structure: State highway 613, Year Built: 1984, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,300 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.282, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $22,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $258,000,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 31006130300104, Location: 5.2 MI N I 10 (Lat: 30.506253, Lng: -88.550308), Route carried "on" structure: State highway 613, Year Built: 1984, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,300 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.600, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.61m (2.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $11,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $245,000,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 31006130300104, Location: 5.2 MI N I 10 (Lat: 30.506253, Lng: -88.550308), Route carried "on" structure: State highway 613, Year Built: 1984, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,300 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.600, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.61m (2.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $11,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $245,000,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 31006130300107, Location: 5.7 MI N I 10 (Lat: 30.512597, Lng: -88.550603), Route carried "on" structure: State highway 613, Year Built: 1984, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,300 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.305, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Fair, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.61m (2.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $11,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $245,000,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 31006130300107, Location: 5.7 MI N I 10 (Lat: 30.512597, Lng: -88.550603), Route carried "on" structure: State highway 613, Year Built: 1984, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,300 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.305, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Fair, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.61m (2.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $11,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $245,000,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 31006130300137, Location: 1.8 MI N SR 63 (Lat: 30.538258, Lng: -88.515981), Route carried "on" structure: State highway 613, Year Built: 2019, Status: Open, Structure Length: 6.47m (21.23ft), Average Daily Traffic: 2,150 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,300 (year 2040), Design Load: HL 93, Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.992, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, 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: 14.3m (46.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior 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: 31006130300137, Location: 1.8 MI N SR 63 (Lat: 30.538258, Lng: -88.515981), Route carried "on" structure: State highway 613, Year Built: 2019, Status: Open, Structure Length: 6.47m (21.23ft), Average Daily Traffic: 2,150 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,300 (year 2040), Design Load: HL 93, Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.992, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, 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: 14.3m (46.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior 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: SA300000000A059, Location: SEC 1 T 6S R 6W (Lat: 30.550933, Lng: -88.536592), Route carried "on" structure: County highway 8127, Year Built: 2016, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 300 (year 2041), Design Load: HL 93, Features Intersected: RELIEF-CANAL-POLL CONTR, Facility Carried by Structure: WOLF RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2574.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 91.0m (298.6ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 81.0m (265.7ft), Out-to-Out Width: 85.0m (278.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: SA300000000A059, Location: SEC 1 T 6S R 6W (Lat: 30.550933, Lng: -88.536592), Route carried "on" structure: County highway 8127, Year Built: 2016, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 300 (year 2041), Design Load: HL 93, Features Intersected: RELIEF-CANAL-POLL CONTR, Facility Carried by Structure: WOLF RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2574.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 91.0m (298.6ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 81.0m (265.7ft), Out-to-Out Width: 85.0m (278.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: SA300000000A06, Location: SEC 1 T 6S R 6W (Lat: 30.551328, Lng: -88.537139), Route carried "on" structure: County highway 8127, Year Built: 2016, Status: Open, Structure Length: 5.66m (18.57ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 300 (year 2041), Design Load: HL 93, Features Intersected: RELIEF-CANAL-POLL CONTR, Facility Carried by Structure: WOLF RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2574.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 91.0m (298.6ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 81.0m (265.7ft), Out-to-Out Width: 85.0m (278.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: SA300000000A06, Location: SEC 1 T 6S R 6W (Lat: 30.551328, Lng: -88.537139), Route carried "on" structure: County highway 8127, Year Built: 2016, Status: Open, Structure Length: 5.66m (18.57ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 300 (year 2041), Design Load: HL 93, Features Intersected: RELIEF-CANAL-POLL CONTR, Facility Carried by Structure: WOLF RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2574.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 91.0m (298.6ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 81.0m (265.7ft), Out-to-Out Width: 85.0m (278.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, 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, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels