Bridge Statistics for Bogard, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 121ft / 37.3mTotal length
- $1,429,000Total costs
- 4,842Total average daily traffic
- 734Total average daily truck traffic
- 7,996Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Bogard
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 31940-1949
- 61950-1959
- 11960-1969
- 61990-1999
- 32000-2009
- 32010-2019
- Bridge Condition - Deck
- 13.6%Excellent
- 36.4%Very good
- 31.8%Satisfactory
- 18.2%Fair
- Bridge Condition - Superstructure
- 22.7%Excellent
- 9.1%Very good
- 18.2%Good
- 36.4%Satisfactory
- 13.6%Fair
- Bridge Condition - Substructure
- 22.7%Excellent
- 27.3%Very good
- 9.1%Good
- 4.5%Fair
- 22.7%Poor
- 13.6%Serious
- Bridge Condition - Channel
- 21.7%Good
- 43.5%Satisfactory
- 8.7%Fair
- 17.4%Poor
- 8.7%Serious
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Structure Number: 18474, Location: S 10 T 54 N R 24 W (Lat: 39.499672, Lng: -93.569553), Route carried "on" structure: County highway 187, Year Built: 1990, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 20 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 22 (year 2040), Features Intersected: BR TATER HILL CR, Facility Carried by Structure: COUNTY ROAD 201
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.5 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: Equal to 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: 18474, Location: S 10 T 54 N R 24 W (Lat: 39.499672, Lng: -93.569553), Route carried "on" structure: County highway 187, Year Built: 1990, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 20 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 22 (year 2040), Features Intersected: BR TATER HILL CR, Facility Carried by Structure: COUNTY ROAD 201
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.5 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: Equal to 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: 18802, Location: S 34 T 54 N R 24 W (Lat: 39.450653, Lng: -93.586128), Route carried "on" structure: County highway 200, Year Built: 1955, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 35 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 39 (year 2040), Features Intersected: MCCROSKIE CR, Facility Carried by Structure: COUNTY ROAD 212
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 15.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.17m (0.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $124,000, Roadway Improvement Cost: $12,000, Total Project Cost: $186,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 18802, Location: S 34 T 54 N R 24 W (Lat: 39.450653, Lng: -93.586128), Route carried "on" structure: County highway 200, Year Built: 1955, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 35 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 39 (year 2040), Features Intersected: MCCROSKIE CR, Facility Carried by Structure: COUNTY ROAD 212
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 15.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.17m (0.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $124,000, Roadway Improvement Cost: $12,000, Total Project Cost: $186,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18815, Location: S 34 T 54 N R 24 W (Lat: 39.451256, Lng: -93.571644), Route carried "on" structure: County highway 200, Year Built: 1955, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 35 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 39 (year 2040), Features Intersected: MCCROSKIE CR, Facility Carried by Structure: COUNTY ROAD 212
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: County 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: 8.5m (27.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Serious, Channel: Serious, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $74,000, Roadway Improvement Cost: $7,000, Total Project Cost: $111,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 18815, Location: S 34 T 54 N R 24 W (Lat: 39.451256, Lng: -93.571644), Route carried "on" structure: County highway 200, Year Built: 1955, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 35 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 39 (year 2040), Features Intersected: MCCROSKIE CR, Facility Carried by Structure: COUNTY ROAD 212
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: County 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: 8.5m (27.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Serious, Channel: Serious, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $74,000, Roadway Improvement Cost: $7,000, Total Project Cost: $111,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1885, Location: S 15 T 54 N R 24 W (Lat: 39.489772, Lng: -93.571106), Route carried "on" structure: County highway 202, Year Built: 1998, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 20 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 22 (year 2040), Features Intersected: BR TATER HILL CR, Facility Carried by Structure: COUNTY ROAD 201
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 6.9m (22.6ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 81.0 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to 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: 1885, Location: S 15 T 54 N R 24 W (Lat: 39.489772, Lng: -93.571106), Route carried "on" structure: County highway 202, Year Built: 1998, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 20 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 22 (year 2040), Features Intersected: BR TATER HILL CR, Facility Carried by Structure: COUNTY ROAD 201
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 6.9m (22.6ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 81.0 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to 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: 18902, Location: S 18 T 54 N R 24 W (Lat: 39.495706, Lng: -93.534158), Route carried "on" structure: County highway 204, Year Built: 1950, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 15 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2040), Features Intersected: BR TATER HILL CR, Facility Carried by Structure: COUNTY ROAD 182
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, Operating Rating: 18.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $109,000, Roadway Improvement Cost: $11,000, Total Project Cost: $163,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 18902, Location: S 18 T 54 N R 24 W (Lat: 39.495706, Lng: -93.534158), Route carried "on" structure: County highway 204, Year Built: 1950, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 15 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2040), Features Intersected: BR TATER HILL CR, Facility Carried by Structure: COUNTY ROAD 182
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, Operating Rating: 18.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $109,000, Roadway Improvement Cost: $11,000, Total Project Cost: $163,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18923, Location: S 14 T 54 N R 24 W (Lat: 39.490231, Lng: -93.550572), Route carried "on" structure: County highway 204, Year Built: 1994, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 20 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 22 (year 2040), Features Intersected: BR TATER HILL CR, Facility Carried by Structure: COUNTY ROAD 211
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18923, Location: S 14 T 54 N R 24 W (Lat: 39.490231, Lng: -93.550572), Route carried "on" structure: County highway 204, Year Built: 1994, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 20 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 22 (year 2040), Features Intersected: BR TATER HILL CR, Facility Carried by Structure: COUNTY ROAD 211
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18927, Location: S 14 T 54 N R 24 W (Lat: 39.487172, Lng: -93.550594), Route carried "on" structure: County highway 204, Year Built: 1994, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 20 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 22 (year 2040), Features Intersected: BR TATER HILL CR, Facility Carried by Structure: COUNTY ROAD 211
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.9 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: Better than present minimum 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
Structure Number: 18927, Location: S 14 T 54 N R 24 W (Lat: 39.487172, Lng: -93.550594), Route carried "on" structure: County highway 204, Year Built: 1994, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 20 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 22 (year 2040), Features Intersected: BR TATER HILL CR, Facility Carried by Structure: COUNTY ROAD 211
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.9 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: Better than present minimum 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
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Structure Number: 18988, Location: S 34 T 54 N R 24 W (Lat: 39.453361, Lng: -93.568800), Route carried "on" structure: County highway 207, Year Built: 1950, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 40 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 44 (year 2040), Features Intersected: MCCROSKIE CR, Facility Carried by Structure: COUNTY ROAD 201
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, Channel: Poor, Operating Rating: 36.9 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum 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: December 2021, Bridge Improvement Cost: $78,000, Roadway Improvement Cost: $8,000, Total Project Cost: $118,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 18988, Location: S 34 T 54 N R 24 W (Lat: 39.453361, Lng: -93.568800), Route carried "on" structure: County highway 207, Year Built: 1950, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 40 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 44 (year 2040), Features Intersected: MCCROSKIE CR, Facility Carried by Structure: COUNTY ROAD 201
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 5.7m (18.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, Channel: Poor, Operating Rating: 36.9 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum 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: December 2021, Bridge Improvement Cost: $78,000, Roadway Improvement Cost: $8,000, Total Project Cost: $118,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 19055, Location: S 36 T 54 N R 24 W (Lat: 39.448489, Lng: -93.544317), Route carried "on" structure: County highway 209, Year Built: 1940, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 28 (year 2040), Features Intersected: MCGILL CR, Facility Carried by Structure: COUNTY ROAD 214
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 13.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $153,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 19055, Location: S 36 T 54 N R 24 W (Lat: 39.448489, Lng: -93.544317), Route carried "on" structure: County highway 209, Year Built: 1940, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 28 (year 2040), Features Intersected: MCGILL CR, Facility Carried by Structure: COUNTY ROAD 214
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 13.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $153,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 19059, Location: S 36 T 54 N R 24 W (Lat: 39.448486, Lng: -93.541639), Route carried "on" structure: County highway 209, Year Built: 1950, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 28 (year 2040), Features Intersected: MCGILL CR, Facility Carried by Structure: COUNTY ROAD 214
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.575, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, 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), Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $153,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 19059, Location: S 36 T 54 N R 24 W (Lat: 39.448486, Lng: -93.541639), Route carried "on" structure: County highway 209, Year Built: 1950, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 28 (year 2040), Features Intersected: MCGILL CR, Facility Carried by Structure: COUNTY ROAD 214
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.575, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, 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), Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $153,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 19072, Location: S 6 T 54 N R 23 W (Lat: 39.518950, Lng: -93.522194), Route carried "on" structure: County highway 210, Year Built: 1940, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 28 (year 2040), Features Intersected: BR TATER HILL CR, Facility Carried by Structure: COUNTY ROAD 225
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 9.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.19m (0.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $138,000, Roadway Improvement Cost: $14,000, Total Project Cost: $206,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 19072, Location: S 6 T 54 N R 23 W (Lat: 39.518950, Lng: -93.522194), Route carried "on" structure: County highway 210, Year Built: 1940, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 28 (year 2040), Features Intersected: BR TATER HILL CR, Facility Carried by Structure: COUNTY ROAD 225
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 9.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.19m (0.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $138,000, Roadway Improvement Cost: $14,000, Total Project Cost: $206,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 19594, Location: S 18 T 54 N R 23 W (Lat: 39.489350, Lng: -93.512733), Route carried "on" structure: County highway 226, Year Built: 1940, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 15 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2040), Features Intersected: BR TATER HILL CR, Facility Carried by Structure: COUNTY ROAD 231
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Serious, Channel: Fair, Operating Rating: 4.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Better than present minimum criteria, 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: > 39.9% below), Length Of Structure Improvement: 0.17m (0.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $124,000, Roadway Improvement Cost: $12,000, Total Project Cost: $186,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 19594, Location: S 18 T 54 N R 23 W (Lat: 39.489350, Lng: -93.512733), Route carried "on" structure: County highway 226, Year Built: 1940, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 15 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2040), Features Intersected: BR TATER HILL CR, Facility Carried by Structure: COUNTY ROAD 231
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Serious, Channel: Fair, Operating Rating: 4.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Better than present minimum criteria, 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: > 39.9% below), Length Of Structure Improvement: 0.17m (0.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $124,000, Roadway Improvement Cost: $12,000, Total Project Cost: $186,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 19682, Location: S 18 T 54 N R 23 W (Lat: 39.493075, Lng: -93.526825), Route carried "on" structure: County highway 230, Year Built: 1994, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 40 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 44 (year 2040), Design Load: HS 20, Features Intersected: TRIB OF BIG CR, Facility Carried by Structure: COUNTY ROAD 223
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 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: Better than present minimum 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: 19682, Location: S 18 T 54 N R 23 W (Lat: 39.493075, Lng: -93.526825), Route carried "on" structure: County highway 230, Year Built: 1994, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 40 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 44 (year 2040), Design Load: HS 20, Features Intersected: TRIB OF BIG CR, Facility Carried by Structure: COUNTY ROAD 223
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 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: Better than present minimum 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: 20103, Location: S 3 T 53 N R 23 W (Lat: 39.441936, Lng: -93.459933), Route carried "on" structure: County highway 247, Year Built: 1999, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 35 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 39 (year 2040), Design Load: HS 20, Features Intersected: SHOOTMAN CR, Facility Carried by Structure: COUNTY ROAD 220
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 74.7 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 desirable 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
Structure Number: 20103, Location: S 3 T 53 N R 23 W (Lat: 39.441936, Lng: -93.459933), Route carried "on" structure: County highway 247, Year Built: 1999, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 35 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 39 (year 2040), Design Load: HS 20, Features Intersected: SHOOTMAN CR, Facility Carried by Structure: COUNTY ROAD 220
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 74.7 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 desirable 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
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Structure Number: 2192, Location: S 10 T 53 N R 24 W (Lat: 39.413406, Lng: -93.570003), Route carried "on" structure: County highway 330, Year Built: 1960, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 15 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2040), Features Intersected: MCCROSKIE CR, Facility Carried by Structure: COUNTY ROAD 201
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Serious, Operating Rating: 18.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $153,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2192, Location: S 10 T 53 N R 24 W (Lat: 39.413406, Lng: -93.570003), Route carried "on" structure: County highway 330, Year Built: 1960, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 15 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2040), Features Intersected: MCCROSKIE CR, Facility Carried by Structure: COUNTY ROAD 201
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Serious, Operating Rating: 18.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $153,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 29556, Location: S 11 T 54 N R 24 W (Lat: 39.502375, Lng: -93.560872), Route carried "on" structure: County highway 728, Year Built: 2001, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 55 (year 2040), Design Load: H 20, Features Intersected: BR OF TATER HILL C, Facility Carried by Structure: COUNTY ROAD 178
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.0m (29.5ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum 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: 29556, Location: S 11 T 54 N R 24 W (Lat: 39.502375, Lng: -93.560872), Route carried "on" structure: County highway 728, Year Built: 2001, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 55 (year 2040), Design Load: H 20, Features Intersected: BR OF TATER HILL C, Facility Carried by Structure: COUNTY ROAD 178
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.0m (29.5ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum 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: 31151, Location: S 8 T 54 N R 23 W (Lat: 39.511439, Lng: -93.493978), Route carried "on" structure: County highway 224, Year Built: 2005, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 28 (year 2040), Design Load: HS 20, Features Intersected: BIG CR, Facility Carried by Structure: COUNTY ROAD 241
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 31151, Location: S 8 T 54 N R 23 W (Lat: 39.511439, Lng: -93.493978), Route carried "on" structure: County highway 224, Year Built: 2005, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 28 (year 2040), Design Load: HS 20, Features Intersected: BIG CR, Facility Carried by Structure: COUNTY ROAD 241
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 31383, Location: S 18 T 54 N R 23 W (Lat: 39.496367, Lng: -93.514867), Route carried "on" structure: County highway 226, Year Built: 2006, Status: Open, Structure Length: 2.82m (9.25ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 28 (year 2040), Design Load: HS 20, Features Intersected: BIG CR, Facility Carried by Structure: COUNTY ROAD 227
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 81.0 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than 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: 31383, Location: S 18 T 54 N R 23 W (Lat: 39.496367, Lng: -93.514867), Route carried "on" structure: County highway 226, Year Built: 2006, Status: Open, Structure Length: 2.82m (9.25ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 28 (year 2040), Design Load: HS 20, Features Intersected: BIG CR, Facility Carried by Structure: COUNTY ROAD 227
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 81.0 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than 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: 34311, Location: S 29 T 54 N R 23 W (Lat: 39.458989, Lng: -93.494669), Route carried "on" structure: County highway 238, Year Built: 2013, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 10 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 11 (year 2040), Design Load: HS 20, Features Intersected: SHOOTMAN CR, Facility Carried by Structure: COUNTY RD 241
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than 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: 34311, Location: S 29 T 54 N R 23 W (Lat: 39.458989, Lng: -93.494669), Route carried "on" structure: County highway 238, Year Built: 2013, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 10 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 11 (year 2040), Design Load: HS 20, Features Intersected: SHOOTMAN CR, Facility Carried by Structure: COUNTY RD 241
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than 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: 34312, Location: S 32 T 54 N R 23 W (Lat: 39.453078, Lng: -93.494719), Route carried "on" structure: County highway 234, Year Built: 2013, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 10 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 11 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO SHOOTMAN C, Facility Carried by Structure: COUNTY RD 241
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than 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: 34312, Location: S 32 T 54 N R 23 W (Lat: 39.453078, Lng: -93.494719), Route carried "on" structure: County highway 234, Year Built: 2013, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 10 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 11 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO SHOOTMAN C, Facility Carried by Structure: COUNTY RD 241
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than 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: 35246, Location: S 11 T 53 N R 24 W (Lat: 39.412269, Lng: -93.558994), Route carried "on" structure: County highway 240, Year Built: 2016, Status: Open, Structure Length: 2.21m (7.25ft), Average Daily Traffic: 35 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 39 (year 2040), Design Load: HS 20, Features Intersected: MCGILL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 35246, Location: S 11 T 53 N R 24 W (Lat: 39.412269, Lng: -93.558994), Route carried "on" structure: County highway 240, Year Built: 2016, Status: Open, Structure Length: 2.21m (7.25ft), Average Daily Traffic: 35 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 39 (year 2040), Design Load: HS 20, Features Intersected: MCGILL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5056, Location: S 333 T 54 N R 23 W (Lat: 39.450611, Lng: -93.476242), Route carried "on" structure: US 65, Year Built: 1929, Year Reconstructed: 1985, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 4,037 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 7,065 (year 2041), Design Load: H 20, Features Intersected: SHOOTMAN CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 135.423, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5056, Location: S 333 T 54 N R 23 W (Lat: 39.450611, Lng: -93.476242), Route carried "on" structure: US 65, Year Built: 1929, Year Reconstructed: 1985, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 4,037 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 7,065 (year 2041), Design Load: H 20, Features Intersected: SHOOTMAN CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 135.423, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 769, Location: S 11 T 53 N R 24 W (Lat: 39.414797, Lng: -93.555819), Route carried "on" structure: State highway EE, Year Built: 1954, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 265 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 331 (year 2041), Design Load: H 10, Features Intersected: MCGILL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.535, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, 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: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 769, Location: S 11 T 53 N R 24 W (Lat: 39.414797, Lng: -93.555819), Route carried "on" structure: State highway EE, Year Built: 1954, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 265 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 331 (year 2041), Design Load: H 10, Features Intersected: MCGILL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.535, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, 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: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020