Bridge Statistics for Meadville, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 384ft / 117mTotal length
- $650,000Total costs
- 30,390Total average daily traffic
- 3,897Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Meadville
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 51970-1979
- 71980-1989
- 12000-2009
- 12020-2022
- Bridge Condition - Deck
- 11.1%Very good
- 66.7%Good
- 11.1%Satisfactory
- 11.1%Fair
- Bridge Condition - Superstructure
- 66.7%Very good
- 11.1%Good
- 22.2%Satisfactory
- Bridge Condition - Substructure
- 66.7%Very good
- 11.1%Good
- 22.2%Satisfactory
- Bridge Condition - Channel
- 20.0%Very good
- 30.0%Good
- 50.0%Satisfactory
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Structure Number: 21000840190328, Location: 9.2 MI E SR 33 (Lat: 31.472592, Lng: -90.935194), Route carried "on" structure: US 84, Year Built: 1978, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 5,200 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 5,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: OWENS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.160, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000840190328, Location: 9.2 MI E SR 33 (Lat: 31.472592, Lng: -90.935194), Route carried "on" structure: US 84, Year Built: 1978, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 5,200 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 5,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: OWENS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.160, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000840190342A, Location: 2.5 MI W US 98 (Lat: 31.465761, Lng: -90.908303), Route carried "on" structure: US 84, Year Built: 1984, Status: Open, Structure Length: 19.58m (64.24ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 2,700 (year 2040), Design Load: HS 20, Features Intersected: MIDDLEFORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.128, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000840190342A, Location: 2.5 MI W US 98 (Lat: 31.465761, Lng: -90.908303), Route carried "on" structure: US 84, Year Built: 1984, Status: Open, Structure Length: 19.58m (64.24ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 2,700 (year 2040), Design Load: HS 20, Features Intersected: MIDDLEFORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.128, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000840190342B, Location: 2.5 MI W US 98 (Lat: 31.465964, Lng: -90.910286), Route carried "on" structure: US 84, Year Built: 1984, Status: Open, Structure Length: 19.58m (64.24ft), Average Daily Traffic: 2,950 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 3,200 (year 2040), Design Load: HS 20, Features Intersected: MIDDLEFORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.642, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000840190342B, Location: 2.5 MI W US 98 (Lat: 31.465964, Lng: -90.910286), Route carried "on" structure: US 84, Year Built: 1984, Status: Open, Structure Length: 19.58m (64.24ft), Average Daily Traffic: 2,950 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 3,200 (year 2040), Design Load: HS 20, Features Intersected: MIDDLEFORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.642, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31005560190018, Location: SR 556 OVER US 84 (Lat: 31.462500, Lng: -90.880911), Route carried "on" structure: State highway 556, Year Built: 1981, Status: Open, Structure Length: 10.88m (35.70ft), Average Daily Traffic: 270 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 270 (year 2040), Design Load: HS 20, Features Intersected: US 84
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.289, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31005560190018, Location: SR 556 OVER US 84 (Lat: 31.462500, Lng: -90.880911), Route carried "on" structure: State highway 556, Year Built: 1981, Status: Open, Structure Length: 10.88m (35.70ft), Average Daily Traffic: 270 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 270 (year 2040), Design Load: HS 20, Features Intersected: US 84
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.289, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 41000840190351, Location: 1.6 MI W US 98 (Lat: 31.462006, Lng: -90.894461), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 330 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 330 (year 2040), Design Load: HS 20, Features Intersected: US 84, Facility Carried by Structure: MEADVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.191, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 62.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 41000840190351, Location: 1.6 MI W US 98 (Lat: 31.462006, Lng: -90.894461), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 330 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 330 (year 2040), Design Load: HS 20, Features Intersected: US 84, Facility Carried by Structure: MEADVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.191, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 62.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: SA1900000000016, Location: SEC 5 T 5N R 3E B (Lat: 31.425586, Lng: -90.897303), Route carried "on" structure: County highway 273, Year Built: 1981, Status: Open, Structure Length: 22.40m (73.49ft), Average Daily Traffic: 1,220 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 1,830 (year 2035), Design Load: HS 20+Mod, Features Intersected: HOMOCHITTO RIVER, Facility Carried by Structure: GLOSTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 9, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: SA1900000000016, Location: SEC 5 T 5N R 3E B (Lat: 31.425586, Lng: -90.897303), Route carried "on" structure: County highway 273, Year Built: 1981, Status: Open, Structure Length: 22.40m (73.49ft), Average Daily Traffic: 1,220 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 1,830 (year 2035), Design Load: HS 20+Mod, Features Intersected: HOMOCHITTO RIVER, Facility Carried by Structure: GLOSTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 9, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: SA1900000000017, Location: SEC 7 T 5N R 3E B (Lat: 31.430833, Lng: -90.900833), Route carried "on" structure: County highway 273, Year Built: 1981, Status: Open, Structure Length: 13.41m (44.00ft), Average Daily Traffic: 1,200 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,500 (year 2029), Design Load: HS 20, Features Intersected: RELIEF HOMOCHITTO RIVER, Facility Carried by Structure: GLOSTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.748, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 61.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA1900000000017, Location: SEC 7 T 5N R 3E B (Lat: 31.430833, Lng: -90.900833), Route carried "on" structure: County highway 273, Year Built: 1981, Status: Open, Structure Length: 13.41m (44.00ft), Average Daily Traffic: 1,200 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,500 (year 2029), Design Load: HS 20, Features Intersected: RELIEF HOMOCHITTO RIVER, Facility Carried by Structure: GLOSTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.748, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 61.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA1900000000018, Location: SEC 8 T 5N R 3E B (Lat: 31.428083, Lng: -90.929647), Route carried "on" structure: County highway 272, Year Built: 1956, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 430 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 695 (year 2029), Design Load: HS 20, Features Intersected: TALLYS CREEK, Facility Carried by Structure: BUNKLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.427, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: January 2021
Structure Number: SA1900000000018, Location: SEC 8 T 5N R 3E B (Lat: 31.428083, Lng: -90.929647), Route carried "on" structure: County highway 272, Year Built: 1956, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 430 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 695 (year 2029), Design Load: HS 20, Features Intersected: TALLYS CREEK, Facility Carried by Structure: BUNKLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.427, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: January 2021
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Structure Number: SA1900000000069, Location: SEC_ 5_T 6N_R 3E (Lat: 31.521667, Lng: -90.927417), Route carried "on" structure: County highway 124, Year Built: 2006, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 150 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 175 (year 2033), Design Load: HS 20, Features Intersected: TOM BRANCH, Facility Carried by Structure: BEDFORD-TILLMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.5m (31.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA1900000000069, Location: SEC_ 5_T 6N_R 3E (Lat: 31.521667, Lng: -90.927417), Route carried "on" structure: County highway 124, Year Built: 2006, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 150 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 175 (year 2033), Design Load: HS 20, Features Intersected: TOM BRANCH, Facility Carried by Structure: BEDFORD-TILLMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.5m (31.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA1900000000071, Location: SEC 28 T 6N R 3E B (Lat: 31.476503, Lng: -90.906169), Route carried "on" structure: County highway 2162, Year Built: 1975, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,190 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 1,785 (year 2033), Design Load: HS 20, Features Intersected: SMALL CREEK, Facility Carried by Structure: MEADVLLE GLSTER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 68.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: SA1900000000071, Location: SEC 28 T 6N R 3E B (Lat: 31.476503, Lng: -90.906169), Route carried "on" structure: County highway 2162, Year Built: 1975, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,190 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 1,785 (year 2033), Design Load: HS 20, Features Intersected: SMALL CREEK, Facility Carried by Structure: MEADVLLE GLSTER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 68.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: SA1900000000072, Location: SEC 28 T 6N R 3E B (Lat: 31.482417, Lng: -90.914817), Route carried "on" structure: County highway 2162, Year Built: 1954, Status: Posted for load, Structure Length: 11.89m (39.01ft), Average Daily Traffic: 1,300 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 1,950 (year 2035), Design Load: H 15, Features Intersected: MIDDLE FORK CREEK, Facility Carried by Structure: MCNAIR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 73.2m (240.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.89m (39.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $130,000, Total Project Cost: $650,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA1900000000072, Location: SEC 28 T 6N R 3E B (Lat: 31.482417, Lng: -90.914817), Route carried "on" structure: County highway 2162, Year Built: 1954, Status: Posted for load, Structure Length: 11.89m (39.01ft), Average Daily Traffic: 1,300 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 1,950 (year 2035), Design Load: H 15, Features Intersected: MIDDLE FORK CREEK, Facility Carried by Structure: MCNAIR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 73.2m (240.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.89m (39.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $130,000, Total Project Cost: $650,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA190000000A07, Location: SEC 24 T 6N R 3E (Lat: 31.473333, Lng: -90.925292), Route carried "on" structure: County highway 133, Year Built: 2020, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 100 (year 2033), Design Load: HL 93, Features Intersected: OWEN CREEK, Facility Carried by Structure: PATE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: SA190000000A07, Location: SEC 24 T 6N R 3E (Lat: 31.473333, Lng: -90.925292), Route carried "on" structure: County highway 133, Year Built: 2020, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 100 (year 2033), Design Load: HL 93, Features Intersected: OWEN CREEK, Facility Carried by Structure: PATE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 31005560190018, Location: SR 556 OVER US 84 (Lat: 31.462239, Lng: -90.880569), Route carried "under" structure: US 84, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 2,500 (year 2017), Truck Traffic: 10%, Features Intersected: US 84, Facility Carried by Structure: SR 556
Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 25.397, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: 31005560190018, Location: SR 556 OVER US 84 (Lat: 31.462239, Lng: -90.880569), Route carried "under" structure: US 84, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 2,500 (year 2017), Truck Traffic: 10%, Features Intersected: US 84, Facility Carried by Structure: SR 556
Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 25.397, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
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Structure Number: 31005560190018, Location: SR 556 OVER US 84 (Lat: 31.462069, Lng: -90.880319), Route carried "under" structure: US 84, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 2,500 (year 2017), Truck Traffic: 10%, Features Intersected: US 84, Facility Carried by Structure: SR 556
Minimum Vertical Clearance: 5.19m (17.03ft), Kilometerpoint: 28.590, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: 31005560190018, Location: SR 556 OVER US 84 (Lat: 31.462069, Lng: -90.880319), Route carried "under" structure: US 84, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 2,500 (year 2017), Truck Traffic: 10%, Features Intersected: US 84, Facility Carried by Structure: SR 556
Minimum Vertical Clearance: 5.19m (17.03ft), Kilometerpoint: 28.590, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
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Structure Number: 41000840190351, Location: 1.6 MI W US 98 (Lat: 31.462319, Lng: -90.894369), Route carried "under" structure: US 84, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 4,300 (year 2017), Truck Traffic: 10%, Features Intersected: US 84, Facility Carried by Structure: MEADVILLE ROAD
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 27.208, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 41000840190351, Location: 1.6 MI W US 98 (Lat: 31.462319, Lng: -90.894369), Route carried "under" structure: US 84, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 4,300 (year 2017), Truck Traffic: 10%, Features Intersected: US 84, Facility Carried by Structure: MEADVILLE ROAD
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 27.208, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 41000840190351, Location: 1.6 MI W US 98 (Lat: 31.462561, Lng: -90.894300), Route carried "under" structure: US 84, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 4,300 (year 2017), Truck Traffic: 10%, Features Intersected: US 84, Facility Carried by Structure: MEADVILLE ROAD
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 26.751, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 41000840190351, Location: 1.6 MI W US 98 (Lat: 31.462561, Lng: -90.894300), Route carried "under" structure: US 84, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 4,300 (year 2017), Truck Traffic: 10%, Features Intersected: US 84, Facility Carried by Structure: MEADVILLE ROAD
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 26.751, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)