Bridge Statistics for Crosby, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 338ft / 103mTotal length
- $389,777,000Total costs
- 9,090Total average daily traffic
- 1,200Total average daily truck traffic
- 9,295Total future (year 2033) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Crosby
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11940-1949
- 11960-1969
- 31970-1979
- 31980-1989
- 31990-1999
- 22000-2009
- Bridge Condition - Deck
- 9.1%Very good
- 54.5%Good
- 27.3%Satisfactory
- 9.1%Fair
- Bridge Condition - Superstructure
- 18.2%Very good
- 54.5%Good
- 18.2%Satisfactory
- 9.1%Fair
- Bridge Condition - Substructure
- 18.2%Very good
- 54.5%Good
- 18.2%Satisfactory
- 9.1%Poor
- Bridge Condition - Channel
- 14.3%Very good
- 28.6%Good
- 42.9%Satisfactory
- 14.3%Fair
- Bridge Condition - Culverts
- 33.3%Very good
- 33.3%Good
- 33.3%Satisfactory
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Structure Number: 31000330030231, Location: 5.6 MI W SR 24 (Lat: 31.276817, Lng: -91.029453), Route carried "on" structure: State highway 33, Year Built: 1946, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,300 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,300 (year 2040), Design Load: H 15, Features Intersected: COLES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.120, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 85.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.9 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, Inspection Date: March 2022
Structure Number: 31000330030231, Location: 5.6 MI W SR 24 (Lat: 31.276817, Lng: -91.029453), Route carried "on" structure: State highway 33, Year Built: 1946, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,300 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,300 (year 2040), Design Load: H 15, Features Intersected: COLES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.120, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 85.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.9 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, Inspection Date: March 2022
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Structure Number: 31000330030243, Location: 0.6 MI E WILKINSON CL (Lat: 31.281267, Lng: -91.049447), Route carried "on" structure: State highway 33, Year Built: 1938, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 1,300 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,300 (year 2040), Design Load: H 15, Features Intersected: FOSTER CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.101, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 59.0 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 desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022
Structure Number: 31000330030243, Location: 0.6 MI E WILKINSON CL (Lat: 31.281267, Lng: -91.049447), Route carried "on" structure: State highway 33, Year Built: 1938, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 1,300 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,300 (year 2040), Design Load: H 15, Features Intersected: FOSTER CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.101, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 59.0 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 desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022
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Structure Number: 31000330030248, Location: 7.1 MI W SR 24 (Lat: 31.281397, Lng: -91.056544), Route carried "on" structure: State highway 33, Year Built: 1983, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 1,300 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,300 (year 2040), Design Load: HS 20, Features Intersected: FOSTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.779, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.6 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.94m (16.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $66,000,000, Roadway Improvement Cost: $60,000,000, Total Project Cost: $166,000,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 31000330030248, Location: 7.1 MI W SR 24 (Lat: 31.281397, Lng: -91.056544), Route carried "on" structure: State highway 33, Year Built: 1983, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 1,300 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,300 (year 2040), Design Load: HS 20, Features Intersected: FOSTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.779, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.6 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.94m (16.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $66,000,000, Roadway Improvement Cost: $60,000,000, Total Project Cost: $166,000,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 31000330030251, Location: 7.4 MI W SR 24 (Lat: 31.282047, Lng: -91.061464), Route carried "on" structure: State highway 33, Year Built: 1983, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 1,300 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,300 (year 2040), Design Load: HS 20, Features Intersected: FOSTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.036, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 40.6 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.64m (18.50ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $102,000,000, Roadway Improvement Cost: $60,000,000, Total Project Cost: $223,000,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 31000330030251, Location: 7.4 MI W SR 24 (Lat: 31.282047, Lng: -91.061464), Route carried "on" structure: State highway 33, Year Built: 1983, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 1,300 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,300 (year 2040), Design Load: HS 20, Features Intersected: FOSTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.036, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 40.6 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.64m (18.50ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $102,000,000, Roadway Improvement Cost: $60,000,000, Total Project Cost: $223,000,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 31000330790265, Location: 0.1 MI S SR 563 (Lat: 31.291483, Lng: -91.079581), Route carried "on" structure: State highway 33, Year Built: 1999, Status: Open, Structure Length: 18.07m (59.28ft), Average Daily Traffic: 1,700 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,700 (year 2040), Design Load: HS 20, Features Intersected: FOSTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.910, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 3), 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: 6, Length of Maximum Span: 30.0m (98.4ft), 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, Channel: Fair, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.1 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000330790265, Location: 0.1 MI S SR 563 (Lat: 31.291483, Lng: -91.079581), Route carried "on" structure: State highway 33, Year Built: 1999, Status: Open, Structure Length: 18.07m (59.28ft), Average Daily Traffic: 1,700 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,700 (year 2040), Design Load: HS 20, Features Intersected: FOSTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.910, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 3), 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: 6, Length of Maximum Span: 30.0m (98.4ft), 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, Channel: Fair, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.1 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3100033079029, Location: WILKINSON/FRANKLIN CL (Lat: 31.321981, Lng: -91.106964), Route carried "on" structure: State highway 33, Year Built: 1978, Status: Open, Structure Length: 45.81m (150.30ft), Average Daily Traffic: 1,300 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,300 (year 2040), Design Load: HS 20, Features Intersected: HOMMOCHITTO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.293, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 10.5m (34.4ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 76.2m (250.0ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 69.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3100033079029, Location: WILKINSON/FRANKLIN CL (Lat: 31.321981, Lng: -91.106964), Route carried "on" structure: State highway 33, Year Built: 1978, Status: Open, Structure Length: 45.81m (150.30ft), Average Daily Traffic: 1,300 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,300 (year 2040), Design Load: HS 20, Features Intersected: HOMMOCHITTO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.293, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 10.5m (34.4ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 76.2m (250.0ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 69.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: SA0300000000142, Location: SEC 32 T 4N R 2E (Lat: 31.277903, Lng: -91.029442), Route carried "on" structure: County highway 35, Year Built: 1999, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 80 (year 2018), Average Future Daily Traffic: 120 (year 2038), Design Load: HS 20, Features Intersected: SMALL CREEK, Facility Carried by Structure: FOREMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.149, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 59.8 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA0300000000142, Location: SEC 32 T 4N R 2E (Lat: 31.277903, Lng: -91.029442), Route carried "on" structure: County highway 35, Year Built: 1999, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 80 (year 2018), Average Future Daily Traffic: 120 (year 2038), Design Load: HS 20, Features Intersected: SMALL CREEK, Facility Carried by Structure: FOREMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.149, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 59.8 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA0300000000143, Location: SEC 35 T 4N R 2E (Lat: 31.273692, Lng: -91.033158), Route carried "on" structure: County highway 34, Year Built: 1976, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 10 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 15 (year 2039), Design Load: H 15, Features Intersected: FOSTER CREEK, Facility Carried by Structure: MCDOWELL LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 69.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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 minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $15,000, Total Project Cost: $156,000 ( Estimate for 2015), Deck Structure Type: Concrete Precast Panels
Structure Number: SA0300000000143, Location: SEC 35 T 4N R 2E (Lat: 31.273692, Lng: -91.033158), Route carried "on" structure: County highway 34, Year Built: 1976, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 10 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 15 (year 2039), Design Load: H 15, Features Intersected: FOSTER CREEK, Facility Carried by Structure: MCDOWELL LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 69.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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 minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $15,000, Total Project Cost: $156,000 ( Estimate for 2015), Deck Structure Type: Concrete Precast Panels
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Structure Number: SA7900000000089, Location: SEC 20 T 4N R 1E (Lat: 31.318378, Lng: -91.092308), Route carried "on" structure: County highway 70, Year Built: 1991, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 115 (year 2041), Design Load: HS 15, Features Intersected: FOSTER CREEK, Facility Carried by Structure: NEBO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: SA7900000000089, Location: SEC 20 T 4N R 1E (Lat: 31.318378, Lng: -91.092308), Route carried "on" structure: County highway 70, Year Built: 1991, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 115 (year 2041), Design Load: HS 15, Features Intersected: FOSTER CREEK, Facility Carried by Structure: NEBO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: SA790000000009, Location: SEC 22 T 4N R 1E B (Lat: 31.309433, Lng: -91.109150), Route carried "on" structure: County highway 1184, Year Built: 1975, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2041), Design Load: HS 15, Features Intersected: DRY CREEK, Facility Carried by Structure: PERRYTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.415, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: SA790000000009, Location: SEC 22 T 4N R 1E B (Lat: 31.309433, Lng: -91.109150), Route carried "on" structure: County highway 1184, Year Built: 1975, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2041), Design Load: HS 15, Features Intersected: DRY CREEK, Facility Carried by Structure: PERRYTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.415, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: SA7900000000094, Location: SEC 27 T 4N R 1E (Lat: 31.294228, Lng: -91.115817), Route carried "on" structure: County highway 71, Year Built: 2001, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 75 (year 2033), Design Load: HS 20, Features Intersected: BRANCH OF DRY CREEK, Facility Carried by Structure: KING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.3m (17.4ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 98.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: July 2020
Structure Number: SA7900000000094, Location: SEC 27 T 4N R 1E (Lat: 31.294228, Lng: -91.115817), Route carried "on" structure: County highway 71, Year Built: 2001, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 75 (year 2033), Design Load: HS 20, Features Intersected: BRANCH OF DRY CREEK, Facility Carried by Structure: KING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.3m (17.4ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 98.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: July 2020
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Structure Number: SA7900000000095, Location: SEC 27 T 4N R 1E B (Lat: 31.294314, Lng: -91.121597), Route carried "on" structure: County highway 128, Year Built: 1963, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 100 (year 2013), Average Future Daily Traffic: 150 (year 2033), Design Load: H 15, Features Intersected: DRY CREEK, Facility Carried by Structure: TOM CRUM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 7.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 1.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $187,000, Roadway Improvement Cost: $60,000, Total Project Cost: $310,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA7900000000095, Location: SEC 27 T 4N R 1E B (Lat: 31.294314, Lng: -91.121597), Route carried "on" structure: County highway 128, Year Built: 1963, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 100 (year 2013), Average Future Daily Traffic: 150 (year 2033), Design Load: H 15, Features Intersected: DRY CREEK, Facility Carried by Structure: TOM CRUM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 7.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 1.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $187,000, Roadway Improvement Cost: $60,000, Total Project Cost: $310,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA7900000000097, Location: SEC 31 T 4N R 1E (Lat: 31.281714, Lng: -91.063356), Route carried "on" structure: County highway 308, Year Built: 2005, Status: Open, Structure Length: 6.15m (20.18ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2041), Design Load: HS 20, Features Intersected: FOSTER CREEK, Facility Carried by Structure: H STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 65.0 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: SA7900000000097, Location: SEC 31 T 4N R 1E (Lat: 31.281714, Lng: -91.063356), Route carried "on" structure: County highway 308, Year Built: 2005, Status: Open, Structure Length: 6.15m (20.18ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2041), Design Load: HS 20, Features Intersected: FOSTER CREEK, Facility Carried by Structure: H STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 65.0 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: SA7900000000098, Location: SEC 31 T 4N R 1E (Lat: 31.280658, Lng: -91.063867), Route carried "on" structure: County highway 308, Year Built: 1987, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 170 (year 2041), Design Load: HS 15, Features Intersected: REDDING CREEK, Facility Carried by Structure: H STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $24,000, Total Project Cost: $311,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place
Structure Number: SA7900000000098, Location: SEC 31 T 4N R 1E (Lat: 31.280658, Lng: -91.063867), Route carried "on" structure: County highway 308, Year Built: 1987, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 170 (year 2041), Design Load: HS 15, Features Intersected: REDDING CREEK, Facility Carried by Structure: H STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $24,000, Total Project Cost: $311,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place