Bridge Statistics for Tchula, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 322ft / 98.2mTotal length
- $1,814,000Total costs
- 21,690Total average daily traffic
- 2,921Total average daily truck traffic
- 22,270Total future (year 2038) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Tchula
- No street view available for this location
- New bridges - historical statistics
- 11960-1969
- 21970-1979
- 41980-1989
- 31990-1999
- 22010-2019
- Bridge Condition - Deck
- 33.3%Good
- 58.3%Satisfactory
- 8.3%Fair
- Bridge Condition - Superstructure
- 58.3%Very good
- 41.7%Good
- Bridge Condition - Substructure
- 16.7%Very good
- 58.3%Good
- 16.7%Satisfactory
- 8.3%Fair
- Bridge Condition - Channel
- 8.3%Excellent
- 50.0%Very good
- 25.0%Good
- 8.3%Satisfactory
- 8.3%Poor
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Structure Number: 21000492262283, Location: 0.2 MI S SR 12 EAST (Lat: 33.177014, Lng: -90.222933), Route carried "on" structure: US 49E, Year Built: 1992, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 3,200 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 3,200 (year 2040), Design Load: HS 20, Features Intersected: MILLSTONE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.863, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 49, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 64.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000492262283, Location: 0.2 MI S SR 12 EAST (Lat: 33.177014, Lng: -90.222933), Route carried "on" structure: US 49E, Year Built: 1992, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 3,200 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 3,200 (year 2040), Design Load: HS 20, Features Intersected: MILLSTONE BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.863, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 49, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 64.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000492262307, Location: 2.7 MI N SR 12 EAST (Lat: 33.218161, Lng: -90.224108), Route carried "on" structure: US 49E, Year Built: 1988, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 2,800 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,800 (year 2040), Design Load: HS 20, Features Intersected: SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.703, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 49, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 57.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000492262307, Location: 2.7 MI N SR 12 EAST (Lat: 33.218161, Lng: -90.224108), Route carried "on" structure: US 49E, Year Built: 1988, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 2,800 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,800 (year 2040), Design Load: HS 20, Features Intersected: SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.703, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 49, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 57.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000492262313, Location: 3.3 MI N SR 12 EAST (Lat: 33.226147, Lng: -90.220900), Route carried "on" structure: US 49E, Year Built: 1988, Status: Open, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 2,800 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,800 (year 2040), Design Load: HS 20, Features Intersected: MILLSTONE LAKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.639, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 49, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: September 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000492262313, Location: 3.3 MI N SR 12 EAST (Lat: 33.226147, Lng: -90.220900), Route carried "on" structure: US 49E, Year Built: 1988, Status: Open, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 2,800 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,800 (year 2040), Design Load: HS 20, Features Intersected: MILLSTONE LAKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.639, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 49, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: September 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000492262318, Location: 3.8MI N SR12E (Lat: 33.232697, Lng: -90.220222), Route carried "on" structure: US 49E, Year Built: 1988, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 2,800 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,800 (year 2040), Design Load: HS 20, Features Intersected: MILLSTONE LAKE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.394, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 49, 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: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 64.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.4 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000492262318, Location: 3.8MI N SR12E (Lat: 33.232697, Lng: -90.220222), Route carried "on" structure: US 49E, Year Built: 1988, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 2,800 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,800 (year 2040), Design Load: HS 20, Features Intersected: MILLSTONE LAKE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.394, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 49, 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: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 64.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.4 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000492262321, Location: 4.1 MI N SR 12 EAST (Lat: 33.236125, Lng: -90.223653), Route carried "on" structure: US 49E, Year Built: 1988, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,800 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,800 (year 2040), Design Load: HS 20, Features Intersected: MORGAN BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.891, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 49, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 57.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000492262321, Location: 4.1 MI N SR 12 EAST (Lat: 33.236125, Lng: -90.223653), Route carried "on" structure: US 49E, Year Built: 1988, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,800 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,800 (year 2040), Design Load: HS 20, Features Intersected: MORGAN BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.891, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 49, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 57.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2600049226228, Location: OLD 49E INTO TCHULA (Lat: 33.179978, Lng: -90.223925), Route carried "on" structure: State highway 835, Year Built: 1996, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 930 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 930 (year 2040), Design Load: HS 20, Features Intersected: TCHULA LAKE TRIB NO 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.398, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 74.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2600049226228, Location: OLD 49E INTO TCHULA (Lat: 33.179978, Lng: -90.223925), Route carried "on" structure: State highway 835, Year Built: 1996, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 930 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 930 (year 2040), Design Load: HS 20, Features Intersected: TCHULA LAKE TRIB NO 2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.398, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 74.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000120260586, Location: 0.8 MI E US 49E (Lat: 33.174667, Lng: -90.207978), Route carried "on" structure: State highway 12, Year Built: 1999, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.650, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum 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: 31000120260586, Location: 0.8 MI E US 49E (Lat: 33.174667, Lng: -90.207978), Route carried "on" structure: State highway 12, Year Built: 1999, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.650, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum 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: 3100012026061, Location: 3.0 MI E US 49E (Lat: 33.167700, Lng: -90.170431), Route carried "on" structure: State highway 12, Year Built: 2017, Status: Open, Structure Length: 17.80m (58.40ft), Average Daily Traffic: 2,200 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: HL 93, Features Intersected: FANNEGUSHA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.282, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 70.1m (230.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3100012026061, Location: 3.0 MI E US 49E (Lat: 33.167700, Lng: -90.170431), Route carried "on" structure: State highway 12, Year Built: 2017, Status: Open, Structure Length: 17.80m (58.40ft), Average Daily Traffic: 2,200 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: HL 93, Features Intersected: FANNEGUSHA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.282, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 70.1m (230.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: SA260000000008, Location: SEC 28 T15N R 1E B (Lat: 33.137389, Lng: -90.195694), Route carried "on" structure: County highway 655, Year Built: 1965, Status: Open, Structure Length: 16.46m (54.00ft), Average Daily Traffic: 580 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 870 (year 2038), Design Load: H 15, Features Intersected: FANNEGUSHA CREEK, Facility Carried by Structure: HOWARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, 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: 12, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,200,000, Roadway Improvement Cost: $120,000, Total Project Cost: $1,500,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA260000000008, Location: SEC 28 T15N R 1E B (Lat: 33.137389, Lng: -90.195694), Route carried "on" structure: County highway 655, Year Built: 1965, Status: Open, Structure Length: 16.46m (54.00ft), Average Daily Traffic: 580 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 870 (year 2038), Design Load: H 15, Features Intersected: FANNEGUSHA CREEK, Facility Carried by Structure: HOWARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, 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: 12, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,200,000, Roadway Improvement Cost: $120,000, Total Project Cost: $1,500,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2600000000127, Location: SEC 19 T16N R 1E B (Lat: 33.235233, Lng: -90.229994), Route carried "on" structure: County highway 218, Year Built: 1976, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 110 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 165 (year 2038), Design Load: HS 15, Features Intersected: TCHULA LAKE, Facility Carried by Structure: HOLMES WAREHOUSE R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, 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: 7, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, 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 desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2600000000127, Location: SEC 19 T16N R 1E B (Lat: 33.235233, Lng: -90.229994), Route carried "on" structure: County highway 218, Year Built: 1976, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 110 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 165 (year 2038), Design Load: HS 15, Features Intersected: TCHULA LAKE, Facility Carried by Structure: HOLMES WAREHOUSE R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, 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: 7, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, 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 desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2600000000129, Location: SEC 28 T16N R 1E B (Lat: 33.220425, Lng: -90.208869), Route carried "on" structure: County highway 1660, Year Built: 1974, Status: Posted for load, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 90 (year 2018), Average Future Daily Traffic: 135 (year 2038), Design Load: H 15, Features Intersected: SPRING BRANCH, Facility Carried by Structure: PROVIDENCE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, 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: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 16.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $25,000, Total Project Cost: $314,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA2600000000129, Location: SEC 28 T16N R 1E B (Lat: 33.220425, Lng: -90.208869), Route carried "on" structure: County highway 1660, Year Built: 1974, Status: Posted for load, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 90 (year 2018), Average Future Daily Traffic: 135 (year 2038), Design Load: H 15, Features Intersected: SPRING BRANCH, Facility Carried by Structure: PROVIDENCE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, 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: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 16.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $25,000, Total Project Cost: $314,000 ( Estimate for 2018), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA2600000000163, Location: SEC 8 T15N R 1E B (Lat: 33.182756, Lng: -90.225114), Route carried "on" structure: County highway 17, Year Built: 2011, Status: Open, Structure Length: 15.97m (52.40ft), Average Daily Traffic: 380 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 570 (year 2038), Design Load: HS 20, Features Intersected: TCHULA LAKE, Facility Carried by Structure: OLD HWY 49 ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, 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: 9, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2600000000163, Location: SEC 8 T15N R 1E B (Lat: 33.182756, Lng: -90.225114), Route carried "on" structure: County highway 17, Year Built: 2011, Status: Open, Structure Length: 15.97m (52.40ft), Average Daily Traffic: 380 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 570 (year 2038), Design Load: HS 20, Features Intersected: TCHULA LAKE, Facility Carried by Structure: OLD HWY 49 ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, 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: 9, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete