Bridge Statistics for Allenville, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 89ft / 27.2mTotal length
- $1,902,000Total costs
- 20,756Total average daily traffic
- 1,376Total average daily truck traffic
- 36,301Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Allenville
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21930-1939
- 11940-1949
- 21950-1959
- 11960-1969
- 11980-1989
- 21990-1999
- 32000-2009
- 22010-2019
- Bridge Condition - Deck
- 12.5%Very good
- 50.0%Good
- 25.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Superstructure
- 12.5%Very good
- 25.0%Good
- 62.5%Satisfactory
- Bridge Condition - Substructure
- 12.5%Excellent
- 25.0%Very good
- 37.5%Good
- 12.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Channel
- 6.7%Very good
- 46.7%Good
- 33.3%Satisfactory
- 13.3%Fair
- Bridge Condition - Culverts
- 71.4%Satisfactory
- 28.6%Fair
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Structure Number: 1735, Location: S 6 T 29 N R 12 E (Lat: 37.219917, Lng: -89.759383), Route carried "on" structure: County highway 150, Year Built: 1920, Year Reconstructed: 1984, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 110 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 176 (year 2040), Features Intersected: SLOUGH, Facility Carried by Structure: COUNTY RD 238
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1735, Location: S 6 T 29 N R 12 E (Lat: 37.219917, Lng: -89.759383), Route carried "on" structure: County highway 150, Year Built: 1920, Year Reconstructed: 1984, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 110 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 176 (year 2040), Features Intersected: SLOUGH, Facility Carried by Structure: COUNTY RD 238
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 17361, Location: S 6 T 29 N R 12 E (Lat: 37.215153, Lng: -89.766900), Route carried "on" structure: County highway 150, Year Built: 1980, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 110 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 176 (year 2040), Features Intersected: DIVERSION CHNL, Facility Carried by Structure: COUNTY RD 238
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.7m (120.4ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 18.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Critical Feature Inspection Date: January 2022, Bridge Improvement Cost: $597,000, Roadway Improvement Cost: $60,000, Total Project Cost: $896,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 17361, Location: S 6 T 29 N R 12 E (Lat: 37.215153, Lng: -89.766900), Route carried "on" structure: County highway 150, Year Built: 1980, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 110 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 176 (year 2040), Features Intersected: DIVERSION CHNL, Facility Carried by Structure: COUNTY RD 238
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.7m (120.4ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 18.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2022, Critical Feature Inspection Date: January 2022, Bridge Improvement Cost: $597,000, Roadway Improvement Cost: $60,000, Total Project Cost: $896,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 17748, Location: S 31 T 30 N R 12 E (Lat: 37.224114, Lng: -89.759381), Route carried "on" structure: County highway 161, Year Built: 1994, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 180 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 288 (year 2040), Features Intersected: BR DIVERSION CHNL, Facility Carried by Structure: COUNTY RD 233
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.345, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 17748, Location: S 31 T 30 N R 12 E (Lat: 37.224114, Lng: -89.759381), Route carried "on" structure: County highway 161, Year Built: 1994, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 180 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 288 (year 2040), Features Intersected: BR DIVERSION CHNL, Facility Carried by Structure: COUNTY RD 233
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.345, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18007, Location: S 8 T 30 N R 12 E (Lat: 37.276914, Lng: -89.745861), Route carried "on" structure: County highway 169, Year Built: 1963, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 20 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 32 (year 2040), Features Intersected: CREEK, Facility Carried by Structure: COUNTY RD 233
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.541, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 18007, Location: S 8 T 30 N R 12 E (Lat: 37.276914, Lng: -89.745861), Route carried "on" structure: County highway 169, Year Built: 1963, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 20 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 32 (year 2040), Features Intersected: CREEK, Facility Carried by Structure: COUNTY RD 233
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.541, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 28635, Location: S 30 T 30 N R 12 E (Lat: 37.244275, Lng: -89.753264), Route carried "on" structure: County highway 161, Year Built: 2001, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 20 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 32 (year 2040), Features Intersected: CREEK, Facility Carried by Structure: COUNTY RD 233
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 28635, Location: S 30 T 30 N R 12 E (Lat: 37.244275, Lng: -89.753264), Route carried "on" structure: County highway 161, Year Built: 2001, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 20 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 32 (year 2040), Features Intersected: CREEK, Facility Carried by Structure: COUNTY RD 233
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 31329, Location: S 2224 T 30 N R 12 E (Lat: 37.258614, Lng: -89.753278), Route carried "on" structure: County highway 233, Year Built: 2004, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 20 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 32 (year 2040), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 31329, Location: S 2224 T 30 N R 12 E (Lat: 37.258614, Lng: -89.753278), Route carried "on" structure: County highway 233, Year Built: 2004, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 20 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 32 (year 2040), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 32169, Location: S 17 T 30 N R 12 E (Lat: 37.274528, Lng: -89.745375), Route carried "on" structure: County highway 233, Year Built: 2005, Status: Open, Structure Length: 1.56m (5.12ft), Average Daily Traffic: 20 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 32 (year 2040), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.5m (47.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 86.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 32169, Location: S 17 T 30 N R 12 E (Lat: 37.274528, Lng: -89.745375), Route carried "on" structure: County highway 233, Year Built: 2005, Status: Open, Structure Length: 1.56m (5.12ft), Average Daily Traffic: 20 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 32 (year 2040), Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.5m (47.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 86.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3321, Location: S 2224 T 30 N R 12 E (Lat: 37.257153, Lng: -89.753703), Route carried "on" structure: State highway A, Year Built: 2011, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 722 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 1,119 (year 2041), Design Load: HS 20, Features Intersected: BEAM BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.246, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Excellent, Channel: Very good, Operating Rating: 90.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3321, Location: S 2224 T 30 N R 12 E (Lat: 37.257153, Lng: -89.753703), Route carried "on" structure: State highway A, Year Built: 2011, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 722 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 1,119 (year 2041), Design Load: HS 20, Features Intersected: BEAM BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.246, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Excellent, Channel: Very good, Operating Rating: 90.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3373, Location: S 2225 T 30 N R 12 E (Lat: 37.262664, Lng: -89.749583), Route carried "on" structure: County highway 169, Year Built: 2011, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 20 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 32 (year 2040), Design Load: HS 20, Features Intersected: BEAN CR, Facility Carried by Structure: COUNTY RD 233
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3373, Location: S 2225 T 30 N R 12 E (Lat: 37.262664, Lng: -89.749583), Route carried "on" structure: County highway 169, Year Built: 2011, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 20 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 32 (year 2040), Design Load: HS 20, Features Intersected: BEAN CR, Facility Carried by Structure: COUNTY RD 233
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7636, Location: S 6 T 29 N R 12 E (Lat: 37.212239, Lng: -89.767964), Route carried "on" structure: Spur State highway , Year Built: 1953, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 306 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 474 (year 2041), Design Load: H 10, Features Intersected: DRAIN DTCH, Facility Carried by Structure: SP N E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.211, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 7636, Location: S 6 T 29 N R 12 E (Lat: 37.212239, Lng: -89.767964), Route carried "on" structure: Spur State highway , Year Built: 1953, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 306 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 474 (year 2041), Design Load: H 10, Features Intersected: DRAIN DTCH, Facility Carried by Structure: SP N E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.211, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 8006, Location: S 33 T 47 N R 14 W (Lat: 38.791194, Lng: -92.458219), Route carried "on" structure: State highway Y, Year Built: 1955, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 243 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 352 (year 2041), Design Load: H 10, Features Intersected: FACTORY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.064, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 8006, Location: S 33 T 47 N R 14 W (Lat: 38.791194, Lng: -92.458219), Route carried "on" structure: State highway Y, Year Built: 1955, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 243 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 352 (year 2041), Design Load: H 10, Features Intersected: FACTORY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.064, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 8513, Location: S 13 T 42 N R 5 W (Lat: 38.384025, Lng: -91.428303), Route carried "on" structure: State highway 28, Year Built: 1930, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,939 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 7,409 (year 2041), Design Load: H 10, Features Intersected: BR OF SOAP CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 113.486, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 81.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.13m (0.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $17,000, Total Project Cost: $255,000 ( Estimate for 2022)
Structure Number: 8513, Location: S 13 T 42 N R 5 W (Lat: 38.384025, Lng: -91.428303), Route carried "on" structure: State highway 28, Year Built: 1930, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,939 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 7,409 (year 2041), Design Load: H 10, Features Intersected: BR OF SOAP CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 113.486, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 81.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.13m (0.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $17,000, Total Project Cost: $255,000 ( Estimate for 2022)
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Structure Number: 8519, Location: S 30 T 24 N R 32 W (Lat: 36.823486, Lng: -94.392181), Route carried "on" structure: State highway D, Year Built: 1942, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5,878 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 11,756 (year 2041), Design Load: H 15, Features Intersected: BR OF BUFFALO CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.227, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.16m (0.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $25,000, Total Project Cost: $375,000 ( Estimate for 2022)
Structure Number: 8519, Location: S 30 T 24 N R 32 W (Lat: 36.823486, Lng: -94.392181), Route carried "on" structure: State highway D, Year Built: 1942, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5,878 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 11,756 (year 2041), Design Load: H 15, Features Intersected: BR OF BUFFALO CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.227, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.16m (0.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $25,000, Total Project Cost: $375,000 ( Estimate for 2022)
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Structure Number: 8525, Location: S 7 T 42 N R 6 E (Lat: 38.393917, Lng: -90.382964), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 6,921 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 12,458 (year 2041), Design Load: H 15, Features Intersected: BLACK CR, Facility Carried by Structure: MILLER RD S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.123, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 8525, Location: S 7 T 42 N R 6 E (Lat: 38.393917, Lng: -90.382964), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 6,921 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 12,458 (year 2041), Design Load: H 15, Features Intersected: BLACK CR, Facility Carried by Structure: MILLER RD S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.123, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 875, Location: S 1 T 29 N R 11 E (Lat: 37.207628, Lng: -89.781528), Route carried "on" structure: State highway N, Year Built: 1932, Status: Posted for load, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,247 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,933 (year 2041), Design Load: H 10, Features Intersected: SMALL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.581, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 20.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.22m (0.72ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $251,000, Roadway Improvement Cost: $25,000, Total Project Cost: $376,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 875, Location: S 1 T 29 N R 11 E (Lat: 37.207628, Lng: -89.781528), Route carried "on" structure: State highway N, Year Built: 1932, Status: Posted for load, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,247 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,933 (year 2041), Design Load: H 10, Features Intersected: SMALL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.581, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 20.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.22m (0.72ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $251,000, Roadway Improvement Cost: $25,000, Total Project Cost: $376,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous