Bridge Statistics for Tucker, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 171ft / 51.7mTotal length
- 27,898Total average daily traffic
- 2,234Total average daily truck traffic
- 28,987Total future (year 2020) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Tucker
- No street view available for this location
- New bridges - historical statistics
- 51940-1949
- 11980-1989
- 91990-1999
- 12000-2009
- 52020-2022
- Bridge Condition - Deck
- 55.6%Very good
- 11.1%Good
- 22.2%Satisfactory
- 11.1%Fair
- Bridge Condition - Superstructure
- 66.7%Very good
- 33.3%Good
- Bridge Condition - Substructure
- 55.6%Very good
- 33.3%Good
- 11.1%Satisfactory
- Bridge Condition - Channel
- 4.8%Excellent
- 33.3%Very good
- 23.8%Good
- 23.8%Satisfactory
- 9.5%Fair
- 4.8%Poor
- Bridge Condition - Culverts
- 33.3%Very good
- 25.0%Good
- 25.0%Satisfactory
- 16.7%Fair
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Structure Number: S135, Location: 0.9KM W JCT SR19 &LOOP RD (Lat: 32.702444, Lng: -89.059972), Route carried "on" structure: Federal lands road 24, Year Built: 1994, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 308 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 372 (year 2041), Design Load: HS 20, Features Intersected: UNNAMED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.100, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: S135, Location: 0.9KM W JCT SR19 &LOOP RD (Lat: 32.702444, Lng: -89.059972), Route carried "on" structure: Federal lands road 24, Year Built: 1994, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 308 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 372 (year 2041), Design Load: HS 20, Features Intersected: UNNAMED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.100, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: S144, Location: 0.3KM W JCT SR19 & N.LOOP (Lat: 32.710889, Lng: -89.060889), Route carried "on" structure: Federal lands road 24, Year Built: 1997, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 260 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 325 (year 2041), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.300, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 7.5m (24.6ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than 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: Febuary 2021
Structure Number: S144, Location: 0.3KM W JCT SR19 & N.LOOP (Lat: 32.710889, Lng: -89.060889), Route carried "on" structure: Federal lands road 24, Year Built: 1997, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 260 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 325 (year 2041), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.300, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 7.5m (24.6ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than 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: Febuary 2021
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Structure Number: S145, Location: 2.0KM W JCT SR19 &LOOP RD (Lat: 32.714089, Lng: -89.075306), Route carried "on" structure: Federal lands road 24, Year Built: 1997, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 260 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 310 (year 2041), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.300, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 6.3m (20.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: S145, Location: 2.0KM W JCT SR19 &LOOP RD (Lat: 32.714089, Lng: -89.075306), Route carried "on" structure: Federal lands road 24, Year Built: 1997, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 260 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 310 (year 2041), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.300, Lanes on structure: 2, Owner: Bureau of Indian Affairs, Approaching Roadway Width: 6.3m (20.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 31000190500492, Location: 2.8 MI N SR 492 (Lat: 32.654964, Lng: -89.026850), Route carried "on" structure: State highway 19, Year Built: 1948, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 5,100 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 5,100 (year 2040), Design Load: H 15, Features Intersected: COONSHUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.641, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), 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: 3.7m (12.1ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000190500492, Location: 2.8 MI N SR 492 (Lat: 32.654964, Lng: -89.026850), Route carried "on" structure: State highway 19, Year Built: 1948, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 5,100 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 5,100 (year 2040), Design Load: H 15, Features Intersected: COONSHUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.641, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), 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: 3.7m (12.1ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000190500513, Location: 5.0 MI N SR 492 (Lat: 32.683667, Lng: -89.040981), Route carried "on" structure: State highway 19, Year Built: 1948, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5,100 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 5,100 (year 2040), Design Load: H 15, Features Intersected: BLINKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.090, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Very good, Operating Rating: 34.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000190500513, Location: 5.0 MI N SR 492 (Lat: 32.683667, Lng: -89.040981), Route carried "on" structure: State highway 19, Year Built: 1948, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5,100 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 5,100 (year 2040), Design Load: H 15, Features Intersected: BLINKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.090, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Very good, Operating Rating: 34.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000190500520B, Location: 5.7 MI N SR 492 (Lat: 32.693100, Lng: -89.045169), Route carried "on" structure: State highway 19, Year Built: 2021, Status: Open, Structure Length: 3.12m (10.24ft), Average Daily Traffic: 2,650 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,650 (year 2040), Design Load: HL 93, Features Intersected: CUSHTUSIA CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.215, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.7m (97.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 60.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000190500520B, Location: 5.7 MI N SR 492 (Lat: 32.693100, Lng: -89.045169), Route carried "on" structure: State highway 19, Year Built: 2021, Status: Open, Structure Length: 3.12m (10.24ft), Average Daily Traffic: 2,650 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,650 (year 2040), Design Load: HL 93, Features Intersected: CUSHTUSIA CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.215, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.7m (97.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 60.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000190500521B, Location: 5.8 MI N SR 492 (Lat: 32.694519, Lng: -89.045800), Route carried "on" structure: State highway 19, Year Built: 2021, Status: Open, Structure Length: 11.04m (36.22ft), Average Daily Traffic: 2,650 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,650 (year 2040), Design Load: HL 93, Features Intersected: CUSHTUSIA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.363, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 56.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000190500521B, Location: 5.8 MI N SR 492 (Lat: 32.694519, Lng: -89.045800), Route carried "on" structure: State highway 19, Year Built: 2021, Status: Open, Structure Length: 11.04m (36.22ft), Average Daily Traffic: 2,650 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,650 (year 2040), Design Load: HL 93, Features Intersected: CUSHTUSIA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.363, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 56.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000190500523B, Location: 6.0 MI N SR 492 (Lat: 32.697300, Lng: -89.047300), Route carried "on" structure: State highway 19, Year Built: 2021, Status: Open, Structure Length: 3.12m (10.24ft), Average Daily Traffic: 2,650 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,650 (year 2040), Design Load: HL 93, Features Intersected: CUSHTUSIA CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.719, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.7m (97.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 60.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000190500523B, Location: 6.0 MI N SR 492 (Lat: 32.697300, Lng: -89.047300), Route carried "on" structure: State highway 19, Year Built: 2021, Status: Open, Structure Length: 3.12m (10.24ft), Average Daily Traffic: 2,650 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,650 (year 2040), Design Load: HL 93, Features Intersected: CUSHTUSIA CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.719, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.7m (97.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 60.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000190500524B, Location: 6.1 MI N SR 492 (Lat: 32.698917, Lng: -89.048250), Route carried "on" structure: State highway 19, Year Built: 2021, Status: Open, Structure Length: 3.12m (10.24ft), Average Daily Traffic: 2,650 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,650 (year 2040), Design Load: HL 93, Features Intersected: CUSHTUSIA CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.914, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.7m (97.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 60.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000190500524B, Location: 6.1 MI N SR 492 (Lat: 32.698917, Lng: -89.048250), Route carried "on" structure: State highway 19, Year Built: 2021, Status: Open, Structure Length: 3.12m (10.24ft), Average Daily Traffic: 2,650 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,650 (year 2040), Design Load: HL 93, Features Intersected: CUSHTUSIA CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.914, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.7m (97.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 60.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000190500525B, Location: 6.2 MI N SR 492 (Lat: 32.700022, Lng: -89.048628), Route carried "on" structure: State highway 19, Year Built: 2021, Status: Open, Structure Length: 3.12m (10.24ft), Average Daily Traffic: 2,650 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,650 (year 2040), Design Load: HL 93, Features Intersected: CUSHTUSIA CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.049, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.7m (97.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 60.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000190500525B, Location: 6.2 MI N SR 492 (Lat: 32.700022, Lng: -89.048628), Route carried "on" structure: State highway 19, Year Built: 2021, Status: Open, Structure Length: 3.12m (10.24ft), Average Daily Traffic: 2,650 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,650 (year 2040), Design Load: HL 93, Features Intersected: CUSHTUSIA CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.049, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.7m (97.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 60.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3100486050006, Location: 6.0 MI E SR 16 (Lat: 32.732628, Lng: -89.010061), Route carried "on" structure: State highway 486, Year Built: 1948, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 610 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 610 (year 2040), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.572, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 38.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 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: September 2021
Structure Number: 3100486050006, Location: 6.0 MI E SR 16 (Lat: 32.732628, Lng: -89.010061), Route carried "on" structure: State highway 486, Year Built: 1948, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 610 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 610 (year 2040), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.572, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 38.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 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: September 2021
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Structure Number: 31004860500072, Location: 7.2 MI E SR 16 (Lat: 32.726139, Lng: -88.990861), Route carried "on" structure: State highway 486, Year Built: 1948, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 610 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 610 (year 2040), Design Load: H 15, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.526, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 35.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: September 2021
Structure Number: 31004860500072, Location: 7.2 MI E SR 16 (Lat: 32.726139, Lng: -88.990861), Route carried "on" structure: State highway 486, Year Built: 1948, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 610 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 610 (year 2040), Design Load: H 15, Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.526, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 35.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: September 2021
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Structure Number: 31004860500077, Location: 7.7 MI E SR 16 (Lat: 32.723872, Lng: -88.983250), Route carried "on" structure: State highway 486, Year Built: 1948, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 610 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 610 (year 2040), Design Load: H 15, Features Intersected: CUSHTUSIA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.311, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 34.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 31004860500077, Location: 7.7 MI E SR 16 (Lat: 32.723872, Lng: -88.983250), Route carried "on" structure: State highway 486, Year Built: 1948, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 610 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 610 (year 2040), Design Load: H 15, Features Intersected: CUSHTUSIA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.311, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 34.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: SA5000000000025, Location: SEC 2 T 9N R12E (Lat: 32.650361, Lng: -89.038108), Route carried "on" structure: County highway 206, Year Built: 2006, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 90 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 135 (year 2041), Design Load: HS 20, Features Intersected: COONSHUCK CREEK, Facility Carried by Structure: COUNTY ROAD 515
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.379, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 71.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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: Febuary 2021
Structure Number: SA5000000000025, Location: SEC 2 T 9N R12E (Lat: 32.650361, Lng: -89.038108), Route carried "on" structure: County highway 206, Year Built: 2006, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 90 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 135 (year 2041), Design Load: HS 20, Features Intersected: COONSHUCK CREEK, Facility Carried by Structure: COUNTY ROAD 515
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.379, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 71.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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: Febuary 2021
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Structure Number: SA5000000000026, Location: SEC 4 T 9N R12E B (Lat: 32.654414, Lng: -89.064658), Route carried "on" structure: County highway 558, Year Built: 1997, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 590 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 900 (year 2041), Design Load: HS 20, Features Intersected: COONSHUCK CREEK, Facility Carried by Structure: COUNTY ROAD 505
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.885, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA5000000000026, Location: SEC 4 T 9N R12E B (Lat: 32.654414, Lng: -89.064658), Route carried "on" structure: County highway 558, Year Built: 1997, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 590 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 900 (year 2041), Design Load: HS 20, Features Intersected: COONSHUCK CREEK, Facility Carried by Structure: COUNTY ROAD 505
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.885, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA5000000000027, Location: SEC 5 T 9N R12E (Lat: 32.661975, Lng: -89.085006), Route carried "on" structure: County highway 400, Year Built: 1999, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 75 (year 2034), Design Load: HS 20, Features Intersected: COONSHUCK CREEK, Facility Carried by Structure: COUNTY ROAD 266
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.574, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA5000000000027, Location: SEC 5 T 9N R12E (Lat: 32.661975, Lng: -89.085006), Route carried "on" structure: County highway 400, Year Built: 1999, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 75 (year 2034), Design Load: HS 20, Features Intersected: COONSHUCK CREEK, Facility Carried by Structure: COUNTY ROAD 266
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.574, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA5000000000058, Location: SEC 19 T10N R12E B (Lat: 32.702675, Lng: -89.099564), Route carried "on" structure: County highway 558, Year Built: 1998, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 710 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,065 (year 2040), Design Load: HS 20, Features Intersected: CUSHTUSIA CREEK, Facility Carried by Structure: COUNTY ROAD 505
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.127, 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: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, 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: 38.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA5000000000058, Location: SEC 19 T10N R12E B (Lat: 32.702675, Lng: -89.099564), Route carried "on" structure: County highway 558, Year Built: 1998, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 710 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,065 (year 2040), Design Load: HS 20, Features Intersected: CUSHTUSIA CREEK, Facility Carried by Structure: COUNTY ROAD 505
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.127, 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: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, 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: 38.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA5000000000059, Location: SEC 24 T10N R12E B (Lat: 32.702903, Lng: -89.023269), Route carried "on" structure: County highway 233, Year Built: 1996, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 90 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 135 (year 2040), Design Load: HS 20, Features Intersected: CUSHTUSIA CREEK RELIEF, Facility Carried by Structure: COUNTY ROAD 529
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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: June 2020
Structure Number: SA5000000000059, Location: SEC 24 T10N R12E B (Lat: 32.702903, Lng: -89.023269), Route carried "on" structure: County highway 233, Year Built: 1996, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 90 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 135 (year 2040), Design Load: HS 20, Features Intersected: CUSHTUSIA CREEK RELIEF, Facility Carried by Structure: COUNTY ROAD 529
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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: June 2020
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Structure Number: SA500000000006, Location: SEC 24 T10N R12E B (Lat: 32.705119, Lng: -89.022347), Route carried "on" structure: County highway 233, Year Built: 1996, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 90 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 135 (year 2040), Design Load: HS 20, Features Intersected: CUSHTUSIA CREEK, Facility Carried by Structure: COUNTY ROAD 529
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.126, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.9m (22.6ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: SA500000000006, Location: SEC 24 T10N R12E B (Lat: 32.705119, Lng: -89.022347), Route carried "on" structure: County highway 233, Year Built: 1996, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 90 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 135 (year 2040), Design Load: HS 20, Features Intersected: CUSHTUSIA CREEK, Facility Carried by Structure: COUNTY ROAD 529
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.126, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.9m (22.6ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: SA5000000000061, Location: SEC 27 T10N R12E (Lat: 32.684467, Lng: -89.052933), Route carried "on" structure: County highway 216, Year Built: 1995, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 75 (year 2020), Design Load: HS 20, Features Intersected: BLINKER CREEK, Facility Carried by Structure: COUNTY ROAD 525
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.804, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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 2020
Structure Number: SA5000000000061, Location: SEC 27 T10N R12E (Lat: 32.684467, Lng: -89.052933), Route carried "on" structure: County highway 216, Year Built: 1995, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 75 (year 2020), Design Load: HS 20, Features Intersected: BLINKER CREEK, Facility Carried by Structure: COUNTY ROAD 525
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.804, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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 2020
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Structure Number: SA5000000000062, Location: SEC 31 T10N R12E B (Lat: 32.673089, Lng: -89.110878), Route carried "on" structure: County highway 219, Year Built: 1981, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 120 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 180 (year 2020), Design Load: HS 15, Features Intersected: COONSHUCK CREEK, Facility Carried by Structure: COUNTY ROAD 347
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.057, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA5000000000062, Location: SEC 31 T10N R12E B (Lat: 32.673089, Lng: -89.110878), Route carried "on" structure: County highway 219, Year Built: 1981, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 120 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 180 (year 2020), Design Load: HS 15, Features Intersected: COONSHUCK CREEK, Facility Carried by Structure: COUNTY ROAD 347
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.057, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete