Bridge Statistics for Fayette, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 312ft / 94.7mTotal length
- $1,076,510,000Total costs
- 15,775Total average daily traffic
- 1,799Total average daily truck traffic
- 17,805Total future (year 2028) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Fayette
- No street view available for this location
- New bridges - historical statistics
- 21940-1949
- 21950-1959
- 11960-1969
- 11970-1979
- 31980-1989
- 31990-1999
- 52000-2009
- 12010-2019
- Bridge Condition - Deck
- 13.3%Good
- 60.0%Satisfactory
- 20.0%Fair
- 6.7%Failed
- Bridge Condition - Superstructure
- 26.7%Very good
- 33.3%Good
- 13.3%Satisfactory
- 20.0%Fair
- 6.7%Failed
- Bridge Condition - Substructure
- 53.3%Good
- 40.0%Satisfactory
- 6.7%Failed
- Bridge Condition - Channel
- 29.4%Very good
- 29.4%Good
- 17.6%Satisfactory
- 17.6%Fair
- 5.9%Poor
Find on map >> Show street view
Structure Number: 21000610320640A, Location: 8.8 MI N ADAMS CL (Lat: 31.690703, Lng: -91.097553), Route carried "on" structure: US 61, Year Built: 2006, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 2,750 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,900 (year 2040), Design Load: HS 20, Features Intersected: HUGHES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.211, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 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: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 63.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 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: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000610320640A, Location: 8.8 MI N ADAMS CL (Lat: 31.690703, Lng: -91.097553), Route carried "on" structure: US 61, Year Built: 2006, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 2,750 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,900 (year 2040), Design Load: HS 20, Features Intersected: HUGHES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.211, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 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: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 63.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 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: July 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 21000610320640B, Location: 8.8 MI N ADAMS CL (Lat: 31.689931, Lng: -91.097814), Route carried "on" structure: US 61, Year Built: 2003, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 2,750 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,900 (year 2040), Design Load: HS 20, Features Intersected: HUGHES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.749, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 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: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 63.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 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: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000610320640B, Location: 8.8 MI N ADAMS CL (Lat: 31.689931, Lng: -91.097814), Route carried "on" structure: US 61, Year Built: 2003, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 2,750 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,900 (year 2040), Design Load: HS 20, Features Intersected: HUGHES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.749, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 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: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 63.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 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: July 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 21000610320713A, Location: 4.1 MI S SR 552 (Lat: 31.776239, Lng: -91.052797), Route carried "on" structure: US 61, Year Built: 2007, Status: Open, Structure Length: 13.80m (45.28ft), Average Daily Traffic: 2,900 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,100 (year 2040), Design Load: HS 20, Features Intersected: NORTH FORK COLES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.193, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 33.0m (108.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.2 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: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000610320713A, Location: 4.1 MI S SR 552 (Lat: 31.776239, Lng: -91.052797), Route carried "on" structure: US 61, Year Built: 2007, Status: Open, Structure Length: 13.80m (45.28ft), Average Daily Traffic: 2,900 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,100 (year 2040), Design Load: HS 20, Features Intersected: NORTH FORK COLES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.193, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 33.0m (108.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.2 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: July 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 21000610320713B, Location: 4.1 MI S SR 552 (Lat: 31.775056, Lng: -91.051967), Route carried "on" structure: US 61, Year Built: 2004, Status: Open, Structure Length: 13.80m (45.28ft), Average Daily Traffic: 2,900 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,100 (year 2040), Design Load: HS 20, Features Intersected: NORTH FORK COLES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.731, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 33.0m (108.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.2 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: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000610320713B, Location: 4.1 MI S SR 552 (Lat: 31.775056, Lng: -91.051967), Route carried "on" structure: US 61, Year Built: 2004, Status: Open, Structure Length: 13.80m (45.28ft), Average Daily Traffic: 2,900 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,100 (year 2040), Design Load: HS 20, Features Intersected: NORTH FORK COLES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.731, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 33.0m (108.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.2 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: July 2020, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 31000280320024, Location: 2.6 M E SR 33 (Lat: 31.688250, Lng: -91.032150), Route carried "on" structure: State highway 28, Year Built: 1942, Status: Posted for load, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,200 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,200 (year 2040), Design Load: H 15, Features Intersected: ABANDONED RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.157, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), 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: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Bridge Improvement Cost: $195,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $474,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31000280320024, Location: 2.6 M E SR 33 (Lat: 31.688250, Lng: -91.032150), Route carried "on" structure: State highway 28, Year Built: 1942, Status: Posted for load, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,200 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,200 (year 2040), Design Load: H 15, Features Intersected: ABANDONED RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.157, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), 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: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Bridge Improvement Cost: $195,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $474,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 31000280320027, Location: 2.9 M E SR 33 (Lat: 31.685908, Lng: -91.027806), Route carried "on" structure: State highway 28, Year Built: 1942, Status: Posted for load, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1,200 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,200 (year 2040), Design Load: H 15, Features Intersected: BOLES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.645, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), 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: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Bridge Improvement Cost: $378,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $600,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31000280320027, Location: 2.9 M E SR 33 (Lat: 31.685908, Lng: -91.027806), Route carried "on" structure: State highway 28, Year Built: 1942, Status: Posted for load, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1,200 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,200 (year 2040), Design Load: H 15, Features Intersected: BOLES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.645, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), 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: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Bridge Improvement Cost: $378,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $600,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 31005530320204, Location: 0.4 MI S US 61 (Lat: 31.719378, Lng: -91.074694), Route carried "on" structure: State highway 553, Year Built: 2011, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 400 (year 2040), Design Load: HS 20+Mod, Features Intersected: FAIRCHILD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.203, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: December 2021
Structure Number: 31005530320204, Location: 0.4 MI S US 61 (Lat: 31.719378, Lng: -91.074694), Route carried "on" structure: State highway 553, Year Built: 2011, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 400 (year 2040), Design Load: HS 20+Mod, Features Intersected: FAIRCHILD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.203, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: December 2021
Find on map >> Show street view
Structure Number: SA3200000000003, Location: SEC 21 T 8N R 1E (Lat: 31.676722, Lng: -91.079611), Route carried "on" structure: County highway 67, Year Built: 2008, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 75 (year 2029), Design Load: HS 20, Features Intersected: LITTLE CREEK, Facility Carried by Structure: MCNAIR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, 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: 4.3m (14.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: December 2020
Structure Number: SA3200000000003, Location: SEC 21 T 8N R 1E (Lat: 31.676722, Lng: -91.079611), Route carried "on" structure: County highway 67, Year Built: 2008, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 75 (year 2029), Design Load: HS 20, Features Intersected: LITTLE CREEK, Facility Carried by Structure: MCNAIR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, 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: 4.3m (14.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: December 2020
Find on map >> Show street view
Structure Number: SA320000000001, Location: SEC 41 T 8N R 2E (Lat: 31.696917, Lng: -91.028028), Route carried "on" structure: County highway 140, Year Built: 1995, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 75 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 115 (year 2028), Design Load: HS 20, Features Intersected: BOLLS CREEK, Facility Carried by Structure: OLD HWY 28
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: Good, Channel: Fair, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 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: Better than present minimum 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: SA320000000001, Location: SEC 41 T 8N R 2E (Lat: 31.696917, Lng: -91.028028), Route carried "on" structure: County highway 140, Year Built: 1995, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 75 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 115 (year 2028), Design Load: HS 20, Features Intersected: BOLLS CREEK, Facility Carried by Structure: OLD HWY 28
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: Good, Channel: Fair, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 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: Better than present minimum 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
Find on map >> Show street view
Structure Number: SA3200000000027, Location: SEC 37 T 9N R 1E B (Lat: 31.728292, Lng: -91.120000), Route carried "on" structure: County highway 62, Year Built: 1956, Status: Closed, Structure Length: 2.32m (7.61ft), Average Future Daily Traffic: 75 (year 2033), Design Load: H 10, Features Intersected: SMALL DRAIN, Facility Carried by Structure: FREEMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Failed, Superstructure: Failed, Substructure: Failed, Channel: Poor, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.65m (11.98ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $300,000, Total Project Cost: $700,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: SA3200000000027, Location: SEC 37 T 9N R 1E B (Lat: 31.728292, Lng: -91.120000), Route carried "on" structure: County highway 62, Year Built: 1956, Status: Closed, Structure Length: 2.32m (7.61ft), Average Future Daily Traffic: 75 (year 2033), Design Load: H 10, Features Intersected: SMALL DRAIN, Facility Carried by Structure: FREEMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Failed, Superstructure: Failed, Substructure: Failed, Channel: Poor, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.65m (11.98ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $300,000, Total Project Cost: $700,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: SA3200000000028, Location: SEC 37 T 9N R 1E B (Lat: 31.724111, Lng: -91.111528), Route carried "on" structure: County highway 63, Year Built: 1986, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 10 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 75 (year 2028), Design Load: HS 20, Features Intersected: ROSE HILL BRANCH, Facility Carried by Structure: FREEMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), 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-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA3200000000028, Location: SEC 37 T 9N R 1E B (Lat: 31.724111, Lng: -91.111528), Route carried "on" structure: County highway 63, Year Built: 1986, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 10 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 75 (year 2028), Design Load: HS 20, Features Intersected: ROSE HILL BRANCH, Facility Carried by Structure: FREEMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), 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-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: SA320000000003, Location: SEC 52 T 9N R 1E B (Lat: 31.723083, Lng: -91.107806), Route carried "on" structure: County highway 63, Year Built: 1986, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 10 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 75 (year 2028), Design Load: HS 20, Features Intersected: MUDD ISLAND CREEK, Facility Carried by Structure: FREEMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.460, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA320000000003, Location: SEC 52 T 9N R 1E B (Lat: 31.723083, Lng: -91.107806), Route carried "on" structure: County highway 63, Year Built: 1986, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 10 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 75 (year 2028), Design Load: HS 20, Features Intersected: MUDD ISLAND CREEK, Facility Carried by Structure: FREEMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.460, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: SA3200000000033, Location: SEC 23 T 9N R 2E B (Lat: 31.756528, Lng: -91.021000), Route carried "on" structure: County highway 45, Year Built: 1981, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 200 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 300 (year 2031), Design Load: HS 15, Features Intersected: NORTH FORK COLES CREEK, Facility Carried by Structure: STONINGTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.184, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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: SA3200000000033, Location: SEC 23 T 9N R 2E B (Lat: 31.756528, Lng: -91.021000), Route carried "on" structure: County highway 45, Year Built: 1981, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 200 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 300 (year 2031), Design Load: HS 15, Features Intersected: NORTH FORK COLES CREEK, Facility Carried by Structure: STONINGTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.184, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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
Find on map >> Show street view
Structure Number: SA3200000000035, Location: SEC 27 T 9N R 2E B (Lat: 31.742222, Lng: -91.036111), Route carried "on" structure: County highway 46, Year Built: 1991, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 250 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 360 (year 2028), Design Load: HS 20, Features Intersected: LARGE DRAIN, Facility Carried by Structure: LARGE DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, 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: 3.4m (11.2ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: December 2020
Structure Number: SA3200000000035, Location: SEC 27 T 9N R 2E B (Lat: 31.742222, Lng: -91.036111), Route carried "on" structure: County highway 46, Year Built: 1991, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 250 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 360 (year 2028), Design Load: HS 20, Features Intersected: LARGE DRAIN, Facility Carried by Structure: LARGE DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, 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: 3.4m (11.2ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: December 2020
Find on map >> Show street view
Structure Number: SA3200000000037, Location: SEC 33 T 9N R 2E B (Lat: 31.741250, Lng: -91.010361), Route carried "on" structure: County highway 304, Year Built: 1991, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 230 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 445 (year 2033), Design Load: HS 20, Features Intersected: NORTH FORK COLES CREEK, Facility Carried by Structure: HARRISTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.218, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.99m (26.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $917,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,017,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA3200000000037, Location: SEC 33 T 9N R 2E B (Lat: 31.741250, Lng: -91.010361), Route carried "on" structure: County highway 304, Year Built: 1991, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 230 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 445 (year 2033), Design Load: HS 20, Features Intersected: NORTH FORK COLES CREEK, Facility Carried by Structure: HARRISTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.218, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.99m (26.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $917,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,017,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: SA3200000000038, Location: SEC 34 T 9N R 2E B (Lat: 31.727531, Lng: -91.028472), Route carried "on" structure: County highway 304, Year Built: 1965, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 200 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 510 (year 2033), Design Load: H 15, Features Intersected: SMALL CREEK, Facility Carried by Structure: HARRISTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA3200000000038, Location: SEC 34 T 9N R 2E B (Lat: 31.727531, Lng: -91.028472), Route carried "on" structure: County highway 304, Year Built: 1965, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 200 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 510 (year 2033), Design Load: H 15, Features Intersected: SMALL CREEK, Facility Carried by Structure: HARRISTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: SA3200000000039, Location: SEC 37 T 9N R 2E B (Lat: 31.724833, Lng: -91.030944), Route carried "on" structure: County highway 304, Year Built: 1956, Status: Posted for load, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 500 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 750 (year 2033), Design Load: HS 20, Features Intersected: BOLLS CREEK, Facility Carried by Structure: HARRISTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 28.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 16.8 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, Deck Geometry: Meets minimum limits, 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: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: SA3200000000039, Location: SEC 37 T 9N R 2E B (Lat: 31.724833, Lng: -91.030944), Route carried "on" structure: County highway 304, Year Built: 1956, Status: Posted for load, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 500 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 750 (year 2033), Design Load: HS 20, Features Intersected: BOLLS CREEK, Facility Carried by Structure: HARRISTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 28.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 16.8 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, Deck Geometry: Meets minimum limits, 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: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: SA320000000004, Location: SEC 52 T 9N R 2E B (Lat: 31.697778, Lng: -91.016944), Route carried "on" structure: County highway 42, Year Built: 1973, Status: Posted for load, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 150 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2033), Design Load: HS 15, Features Intersected: BEAVER BRANCH, Facility Carried by Structure: CORBAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, 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: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 6.04m (19.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $693,000, Roadway Improvement Cost: $100,000, Total Project Cost: $793,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA320000000004, Location: SEC 52 T 9N R 2E B (Lat: 31.697778, Lng: -91.016944), Route carried "on" structure: County highway 42, Year Built: 1973, Status: Posted for load, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 150 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2033), Design Load: HS 15, Features Intersected: BEAVER BRANCH, Facility Carried by Structure: CORBAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, 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: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 6.04m (19.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $693,000, Roadway Improvement Cost: $100,000, Total Project Cost: $793,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete