Bridge Statistics for Clarksburg, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 33Number of bridges
- 692ft / 211mTotal length
- $10,307,000Total costs
- 144,342Total average daily traffic
- 22,029Total average daily truck traffic
- 227,930Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Clarksburg
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11910-1919
- 31920-1929
- 31930-1939
- 61950-1959
- 91960-1969
- 11970-1979
- 31980-1989
- 31990-1999
- 22000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 41980-1989
- 21990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 4.0%Excellent
- 8.0%Very good
- 36.0%Good
- 32.0%Satisfactory
- 12.0%Fair
- 4.0%Poor
- 4.0%Serious
- Bridge Condition - Superstructure
- 16.0%Very good
- 40.0%Good
- 24.0%Satisfactory
- 12.0%Fair
- 8.0%Poor
- Bridge Condition - Substructure
- 4.0%Excellent
- 8.0%Very good
- 28.0%Good
- 28.0%Satisfactory
- 32.0%Fair
- Bridge Condition - Channel
- 3.4%Very good
- 6.9%Good
- 41.4%Satisfactory
- 41.4%Fair
- 6.9%Poor
- Bridge Condition - Culverts
- 37.5%Satisfactory
- 50.0%Fair
- 12.5%Poor
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Structure Number: 1175, Location: S 4 T 43 N R 12 W (Lat: 38.505600, Lng: -92.260281), Route carried "on" structure: US 54, Year Built: 1967, Year Reconstructed: 1986, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 10,785 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 18,874 (year 2041), Design Load: HS 20, Features Intersected: MOREAU RVR OVERFLO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 177.838, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Built-up, Deck Protection: Internally Sealed
Structure Number: 1175, Location: S 4 T 43 N R 12 W (Lat: 38.505600, Lng: -92.260281), Route carried "on" structure: US 54, Year Built: 1967, Year Reconstructed: 1986, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 10,785 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 18,874 (year 2041), Design Load: HS 20, Features Intersected: MOREAU RVR OVERFLO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 177.838, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Built-up, Deck Protection: Internally Sealed
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Structure Number: 1425, Location: S 12 T 45 N R 16 W (Lat: 38.676694, Lng: -92.630250), Route carried "on" structure: County highway 61, Year Built: 1930, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 15 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 21 (year 2039), Features Intersected: UNKNOWN CREEK, Facility Carried by Structure: PAINTERS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 1, 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: 8.8m (28.9ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 15.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 8.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 0.16m (0.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $115,000, Roadway Improvement Cost: $12,000, Total Project Cost: $173,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1425, Location: S 12 T 45 N R 16 W (Lat: 38.676694, Lng: -92.630250), Route carried "on" structure: County highway 61, Year Built: 1930, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 15 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 21 (year 2039), Features Intersected: UNKNOWN CREEK, Facility Carried by Structure: PAINTERS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 1, 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: 8.8m (28.9ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 15.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 8.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 0.16m (0.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $115,000, Roadway Improvement Cost: $12,000, Total Project Cost: $173,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 17725, Location: S 34 T 45 N R 16 W (Lat: 38.619694, Lng: -92.670139), Route carried "on" structure: County highway 161, Year Built: 1912, Status: Posted for load, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 20 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 28 (year 2039), Features Intersected: DRY FORK CR, Facility Carried by Structure: RENO HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 20.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.5 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: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.28m (0.92ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Bridge Improvement Cost: $204,000, Roadway Improvement Cost: $20,000, Total Project Cost: $306,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 17725, Location: S 34 T 45 N R 16 W (Lat: 38.619694, Lng: -92.670139), Route carried "on" structure: County highway 161, Year Built: 1912, Status: Posted for load, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 20 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 28 (year 2039), Features Intersected: DRY FORK CR, Facility Carried by Structure: RENO HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 20.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.5 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: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.28m (0.92ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Bridge Improvement Cost: $204,000, Roadway Improvement Cost: $20,000, Total Project Cost: $306,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1775, Location: S 26 T 45 N R 16 W (Lat: 38.623222, Lng: -92.650500), Route carried "on" structure: County highway 161, Year Built: 1930, Status: Posted for load, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 20 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 28 (year 2039), Features Intersected: DRY FORK CR, Facility Carried by Structure: SPRINGER HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.989, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 19.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.9 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 minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.21m (0.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $153,000, Roadway Improvement Cost: $15,000, Total Project Cost: $230,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1775, Location: S 26 T 45 N R 16 W (Lat: 38.623222, Lng: -92.650500), Route carried "on" structure: County highway 161, Year Built: 1930, Status: Posted for load, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 20 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 28 (year 2039), Features Intersected: DRY FORK CR, Facility Carried by Structure: SPRINGER HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.989, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 19.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.9 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 minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.21m (0.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $153,000, Roadway Improvement Cost: $15,000, Total Project Cost: $230,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 19227, Location: S 6 T 55 N R 26 W (Lat: 39.609817, Lng: -93.870792), Route carried "on" structure: County highway 215, Year Built: 1930, Year Reconstructed: 2009, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 29 (year 2041), Features Intersected: N MUD CR, Facility Carried by Structure: SE SPARKS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, 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: 4.2m (13.8ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, 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
Structure Number: 19227, Location: S 6 T 55 N R 26 W (Lat: 39.609817, Lng: -93.870792), Route carried "on" structure: County highway 215, Year Built: 1930, Year Reconstructed: 2009, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 29 (year 2041), Features Intersected: N MUD CR, Facility Carried by Structure: SE SPARKS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, 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: 4.2m (13.8ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, 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
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Structure Number: 20842, Location: S 23 T 42 N R 2 E (Lat: 38.367033, Lng: -90.777519), Route carried "on" structure: County highway 277, Year Built: 1990, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 270 (year 2041), Features Intersected: BRADY CR, Facility Carried by Structure: CALVEY CR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.138, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 20842, Location: S 23 T 42 N R 2 E (Lat: 38.367033, Lng: -90.777519), Route carried "on" structure: County highway 277, Year Built: 1990, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 270 (year 2041), Features Intersected: BRADY CR, Facility Carried by Structure: CALVEY CR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.138, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 22075, Location: S 1 T 45 N R 16 W (Lat: 38.682833, Lng: -92.635333), Route carried "on" structure: County highway 339, Year Built: 1965, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 30 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 39 (year 2039), Features Intersected: BRUSH CR, Facility Carried by Structure: MONITEAU COUNTY DR
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 16.2 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: Somewhat better than minimum adequacy, 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: 0.20m (0.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $146,000, Roadway Improvement Cost: $15,000, Total Project Cost: $220,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22075, Location: S 1 T 45 N R 16 W (Lat: 38.682833, Lng: -92.635333), Route carried "on" structure: County highway 339, Year Built: 1965, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 30 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 39 (year 2039), Features Intersected: BRUSH CR, Facility Carried by Structure: MONITEAU COUNTY DR
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 16.2 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: Somewhat better than minimum adequacy, 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: 0.20m (0.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $146,000, Roadway Improvement Cost: $15,000, Total Project Cost: $220,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 24006, Location: S 26 T 26 N R 10 E (Lat: 36.861144, Lng: -89.945219), Route carried "on" structure: County highway 450, Year Built: 1905, Year Reconstructed: 1988, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 130 (year 2041), Features Intersected: DELAWARE CR, Facility Carried by Structure: COUNTY RD 409
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 1, 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: 8.5m (27.9ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 27.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.16m (0.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 24006, Location: S 26 T 26 N R 10 E (Lat: 36.861144, Lng: -89.945219), Route carried "on" structure: County highway 450, Year Built: 1905, Year Reconstructed: 1988, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 130 (year 2041), Features Intersected: DELAWARE CR, Facility Carried by Structure: COUNTY RD 409
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 1, 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: 8.5m (27.9ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 27.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.16m (0.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 24007, Location: S 10 T 63 N R 40 W (Lat: 40.283739, Lng: -95.398639), Route carried "on" structure: County highway 450, Year Built: 1988, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 23 (year 2041), Design Load: H 20, Features Intersected: BR OF TARKIO RVR, Facility Carried by Structure: ONYX AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.150, 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: 11.0m (36.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.6 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: High priority of corrective action, 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: 24007, Location: S 10 T 63 N R 40 W (Lat: 40.283739, Lng: -95.398639), Route carried "on" structure: County highway 450, Year Built: 1988, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 23 (year 2041), Design Load: H 20, Features Intersected: BR OF TARKIO RVR, Facility Carried by Structure: ONYX AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.150, 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: 11.0m (36.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.6 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: High priority of corrective action, 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: 29463, Location: S 2 T 45 N R 16 W (Lat: 38.681972, Lng: -92.653750), Route carried "on" structure: County highway 340, Year Built: 1999, Status: Open, Structure Length: 2.00m (6.56ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 130 (year 2039), Design Load: HS 20, Features Intersected: BRUSH CR, Facility Carried by Structure: CALIFORNIA DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, 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: 19.2m (63.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 29463, Location: S 2 T 45 N R 16 W (Lat: 38.681972, Lng: -92.653750), Route carried "on" structure: County highway 340, Year Built: 1999, Status: Open, Structure Length: 2.00m (6.56ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 130 (year 2039), Design Load: HS 20, Features Intersected: BRUSH CR, Facility Carried by Structure: CALIFORNIA DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, 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: 19.2m (63.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 29519, Location: S 9 T 65 N R 14 W (Lat: 40.451056, Lng: -92.475500), Route carried "on" structure: County highway 155, Year Built: 2002, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 28 (year 2040), Features Intersected: UNNAMED STREAM, Facility Carried by Structure: GERMANIA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 29519, Location: S 9 T 65 N R 14 W (Lat: 40.451056, Lng: -92.475500), Route carried "on" structure: County highway 155, Year Built: 2002, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 28 (year 2040), Features Intersected: UNNAMED STREAM, Facility Carried by Structure: GERMANIA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 305, Location: S 19 T 57 N R 35 W (Lat: 39.748742, Lng: -94.857850), Route carried "on" structure: US 36, Year Built: 1983, Status: Open, Structure Length: 52.36m (171.78ft), Average Daily Traffic: 7,283 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 12,381 (year 2041), Design Load: HS 20+Mod, Features Intersected: MISSOURI RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 309.759, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 14.6m (47.9ft), Horizontal Clearance: 121.9m (399.9ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 2, Length of Maximum Span: 129.5m (424.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: May 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 305, Location: S 19 T 57 N R 35 W (Lat: 39.748742, Lng: -94.857850), Route carried "on" structure: US 36, Year Built: 1983, Status: Open, Structure Length: 52.36m (171.78ft), Average Daily Traffic: 7,283 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 12,381 (year 2041), Design Load: HS 20+Mod, Features Intersected: MISSOURI RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 309.759, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 14.6m (47.9ft), Horizontal Clearance: 121.9m (399.9ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 2, Length of Maximum Span: 129.5m (424.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: May 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3087, Location: S 28 T 25 N R 8 E (Lat: 36.790344, Lng: -90.201375), Route carried "on" structure: US 60, Year Built: 1978, Status: Open, Structure Length: 8.96m (29.40ft), Average Daily Traffic: 6,167 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 10,792 (year 2041), Design Load: HS 20+Mod, Features Intersected: ST FRANCIS RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 448.784, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.7m (113.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3087, Location: S 28 T 25 N R 8 E (Lat: 36.790344, Lng: -90.201375), Route carried "on" structure: US 60, Year Built: 1978, Status: Open, Structure Length: 8.96m (29.40ft), Average Daily Traffic: 6,167 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 10,792 (year 2041), Design Load: HS 20+Mod, Features Intersected: ST FRANCIS RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 448.784, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.7m (113.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3088, Location: S 28 T 25 N R 8 E (Lat: 36.790619, Lng: -90.201428), Route carried "on" structure: US 60, Year Built: 1993, Status: Open, Structure Length: 8.93m (29.30ft), Average Daily Traffic: 6,388 (year 2021), Truck Traffic: 29%, Average Future Daily Traffic: 11,179 (year 2041), Design Load: HS 25 or greater, Features Intersected: ST FRANCIS RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 100.323, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.7m (113.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3088, Location: S 28 T 25 N R 8 E (Lat: 36.790619, Lng: -90.201428), Route carried "on" structure: US 60, Year Built: 1993, Status: Open, Structure Length: 8.93m (29.30ft), Average Daily Traffic: 6,388 (year 2021), Truck Traffic: 29%, Average Future Daily Traffic: 11,179 (year 2041), Design Load: HS 25 or greater, Features Intersected: ST FRANCIS RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 100.323, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.7m (113.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 31657, Location: S 25 T 57 N R 31 W (Lat: 39.732647, Lng: -94.323056), Route carried "on" structure: County highway 58, Year Built: 2004, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 30 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 35 (year 2041), Design Load: HS 20, Features Intersected: GRINDSTONE CR, Facility Carried by Structure: NE 352ND ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, 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: 14.6m (47.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 29.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 31657, Location: S 25 T 57 N R 31 W (Lat: 39.732647, Lng: -94.323056), Route carried "on" structure: County highway 58, Year Built: 2004, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 30 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 35 (year 2041), Design Load: HS 20, Features Intersected: GRINDSTONE CR, Facility Carried by Structure: NE 352ND ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, 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: 14.6m (47.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 29.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 33415, Location: S 28 T 45 N R 16 W (Lat: 38.629275, Lng: -92.683719), Route carried "on" structure: State highway E, Year Built: 2011, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 517 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 750 (year 2041), Design Load: HS 20, Features Intersected: DRY FK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.389, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, 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: 7.9m (25.9ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 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: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 33415, Location: S 28 T 45 N R 16 W (Lat: 38.629275, Lng: -92.683719), Route carried "on" structure: State highway E, Year Built: 2011, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 517 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 750 (year 2041), Design Load: HS 20, Features Intersected: DRY FK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.389, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, 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: 7.9m (25.9ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 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: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 358, Location: S 18 T 56 N R 35 W (Lat: 39.675336, Lng: -94.870578), Route carried "on" structure: State highway JJ, Year Built: 1959, Year Reconstructed: 2002, Status: Posted for load, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 658 (year 2021), Truck Traffic: 27%, Average Future Daily Traffic: 855 (year 2041), Design Load: H 15, Features Intersected: CONTRARY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.362, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 31.5 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: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 358, Location: S 18 T 56 N R 35 W (Lat: 39.675336, Lng: -94.870578), Route carried "on" structure: State highway JJ, Year Built: 1959, Year Reconstructed: 2002, Status: Posted for load, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 658 (year 2021), Truck Traffic: 27%, Average Future Daily Traffic: 855 (year 2041), Design Load: H 15, Features Intersected: CONTRARY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.362, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 31.5 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: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 371, Location: S 11 T 27 N R 32 W (Lat: 37.072389, Lng: -94.394153), Route carried "on" structure: Interstate 44, Year Built: 1960, Year Reconstructed: 2003, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 19,326 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 34,787 (year 2041), Design Load: HS 20, Features Intersected: TURKEY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.252, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 371, Location: S 11 T 27 N R 32 W (Lat: 37.072389, Lng: -94.394153), Route carried "on" structure: Interstate 44, Year Built: 1960, Year Reconstructed: 2003, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 19,326 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 34,787 (year 2041), Design Load: HS 20, Features Intersected: TURKEY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.252, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 3809, Location: S 15 T 45 N R 5 E (Lat: 38.638800, Lng: -90.451178), Route carried "on" structure: Ramp State highway , Year Built: 1988, Status: Open, Structure Length: 43.21m (141.77ft), Average Daily Traffic: 14,641 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 18,301 (year 2041), Design Load: HS 20+Mod, Features Intersected: IS 270, RP IS64E TO IS27, Facility Carried by Structure: RP IS64W TO IS270W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.262, Lanes on structure: 1, Lanes under structure: 14, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Number Of Approach Spans: 4, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3809, Location: S 15 T 45 N R 5 E (Lat: 38.638800, Lng: -90.451178), Route carried "on" structure: Ramp State highway , Year Built: 1988, Status: Open, Structure Length: 43.21m (141.77ft), Average Daily Traffic: 14,641 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 18,301 (year 2041), Design Load: HS 20+Mod, Features Intersected: IS 270, RP IS64E TO IS27, Facility Carried by Structure: RP IS64W TO IS270W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.262, Lanes on structure: 1, Lanes under structure: 14, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Number Of Approach Spans: 4, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 4861, Location: S 23 T 45 N R 16 W (Lat: 38.641400, Lng: -92.654831), Route carried "on" structure: US 50, Year Built: 1925, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 8,529 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 14,926 (year 2041), Design Load: H 15, Features Intersected: MOREAU CR BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 180.989, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 10.3m (33.8ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 90.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 4861, Location: S 23 T 45 N R 16 W (Lat: 38.641400, Lng: -92.654831), Route carried "on" structure: US 50, Year Built: 1925, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 8,529 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 14,926 (year 2041), Design Load: H 15, Features Intersected: MOREAU CR BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 180.989, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 10.3m (33.8ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 90.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 4883, Location: S 21 T 45 N R 16 W (Lat: 38.645447, Lng: -92.695264), Route carried "on" structure: US 50, Year Built: 1925, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5,456 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 9,548 (year 2041), Design Load: H 15, Features Intersected: BAILEY BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 177.371, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 71.1 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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: 4883, Location: S 21 T 45 N R 16 W (Lat: 38.645447, Lng: -92.695264), Route carried "on" structure: US 50, Year Built: 1925, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5,456 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 9,548 (year 2041), Design Load: H 15, Features Intersected: BAILEY BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 177.371, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 71.1 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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: 4884, Location: S 21 T 45 N R 16 W (Lat: 38.645208, Lng: -92.676292), Route carried "on" structure: US 50, Year Built: 1925, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 6,469 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 11,321 (year 2041), Design Load: H 15, Features Intersected: LONG BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 179.022, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 94.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 4884, Location: S 21 T 45 N R 16 W (Lat: 38.645208, Lng: -92.676292), Route carried "on" structure: US 50, Year Built: 1925, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 6,469 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 11,321 (year 2041), Design Load: H 15, Features Intersected: LONG BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 179.022, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 94.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 56, Location: S 3168 T 30 N R 5 E (Lat: 37.256808, Lng: -90.451833), Route carried "on" structure: US 67, Year Built: 1958, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 3,244 (year 2021), Truck Traffic: 31%, Average Future Daily Traffic: 5,677 (year 2041), Design Load: H 20, Features Intersected: BENNET CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 222.541, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.0m (52.5ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.52m (1.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $626,000, Roadway Improvement Cost: $63,000, Total Project Cost: $939,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 56, Location: S 3168 T 30 N R 5 E (Lat: 37.256808, Lng: -90.451833), Route carried "on" structure: US 67, Year Built: 1958, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 3,244 (year 2021), Truck Traffic: 31%, Average Future Daily Traffic: 5,677 (year 2041), Design Load: H 20, Features Intersected: BENNET CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 222.541, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.0m (52.5ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.52m (1.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $626,000, Roadway Improvement Cost: $63,000, Total Project Cost: $939,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 597, Location: S 22 T 22 N R 34 W (Lat: 36.630719, Lng: -94.586769), Route carried "on" structure: State highway 43, Year Built: 1960, Status: Open, Structure Length: 12.47m (40.91ft), Average Daily Traffic: 1,410 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 2,468 (year 2041), Design Load: H 15, Features Intersected: ELK RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 142.165, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 49.1m (161.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Serious, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 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, Length Of Structure Improvement: 1.33m (4.36ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Critical Feature Inspection Date: Febuary 2022, Bridge Improvement Cost: $1,938,000, Roadway Improvement Cost: $194,000, Total Project Cost: $2,908,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 597, Location: S 22 T 22 N R 34 W (Lat: 36.630719, Lng: -94.586769), Route carried "on" structure: State highway 43, Year Built: 1960, Status: Open, Structure Length: 12.47m (40.91ft), Average Daily Traffic: 1,410 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 2,468 (year 2041), Design Load: H 15, Features Intersected: ELK RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 142.165, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 49.1m (161.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Serious, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 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, Length Of Structure Improvement: 1.33m (4.36ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Critical Feature Inspection Date: Febuary 2022, Bridge Improvement Cost: $1,938,000, Roadway Improvement Cost: $194,000, Total Project Cost: $2,908,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6738, Location: S 36 T 42 N R 6 W (Lat: 38.345753, Lng: -91.552689), Route carried "on" structure: State highway Y, Year Built: 1957, Status: Open, Structure Length: 1.91m (6.27ft), Average Daily Traffic: 1,339 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 1,741 (year 2041), Design Load: H 10, Features Intersected: CEDAR BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.125, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 6 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Channel: Poor, Culverts: Poor, 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.26m (0.85ft), 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: 6738, Location: S 36 T 42 N R 6 W (Lat: 38.345753, Lng: -91.552689), Route carried "on" structure: State highway Y, Year Built: 1957, Status: Open, Structure Length: 1.91m (6.27ft), Average Daily Traffic: 1,339 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 1,741 (year 2041), Design Load: H 10, Features Intersected: CEDAR BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.125, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 6 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Channel: Poor, Culverts: Poor, 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.26m (0.85ft), 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: 6739, Location: S 3 T 45 N R 16 W (Lat: 38.688983, Lng: -92.672067), Route carried "on" structure: State highway H, Year Built: 1956, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,062 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 1,434 (year 2041), Design Load: H 10, Features Intersected: BRUSH CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.152, 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: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Fair, 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: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 6739, Location: S 3 T 45 N R 16 W (Lat: 38.688983, Lng: -92.672067), Route carried "on" structure: State highway H, Year Built: 1956, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,062 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 1,434 (year 2041), Design Load: H 10, Features Intersected: BRUSH CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.152, 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: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Fair, 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: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 6815, Location: S 3 T 45 N R 16 W (Lat: 38.683700, Lng: -92.672175), Route carried "on" structure: State highway H, Year Built: 1956, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,062 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 1,434 (year 2041), Design Load: H 10, Features Intersected: BR OF BRUSH CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.738, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.5 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 6815, Location: S 3 T 45 N R 16 W (Lat: 38.683700, Lng: -92.672175), Route carried "on" structure: State highway H, Year Built: 1956, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,062 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 1,434 (year 2041), Design Load: H 10, Features Intersected: BR OF BRUSH CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.738, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.5 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 727, Location: S 17 T 40 N R 8 W (Lat: 38.213400, Lng: -91.836611), Route carried "on" structure: State highway 42, Year Built: 1959, Status: Open, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 381 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 533 (year 2041), Design Load: H 15, Features Intersected: WOLF CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 83.464, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 727, Location: S 17 T 40 N R 8 W (Lat: 38.213400, Lng: -91.836611), Route carried "on" structure: State highway 42, Year Built: 1959, Status: Open, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 381 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 533 (year 2041), Design Load: H 15, Features Intersected: WOLF CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 83.464, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 8353, Location: S 4 T 44 N R 16 W (Lat: 38.602094, Lng: -92.689439), Route carried "on" structure: State highway E, Year Built: 1964, Year Reconstructed: 2018, Status: Posted for load, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 517 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 750 (year 2041), Design Load: H 15, Features Intersected: MOREAU CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.118, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8353, Location: S 4 T 44 N R 16 W (Lat: 38.602094, Lng: -92.689439), Route carried "on" structure: State highway E, Year Built: 1964, Year Reconstructed: 2018, Status: Posted for load, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 517 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 750 (year 2041), Design Load: H 15, Features Intersected: MOREAU CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.118, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 894, Location: S 27 T 45 N R 7 E (Lat: 38.610422, Lng: -90.208369), Route carried "on" structure: City street , Year Built: 1965, Year Reconstructed: 1985, Status: Open, Structure Length: 10.00m (32.81ft), Average Daily Traffic: 13,991 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 19,587 (year 2040), Design Load: H 20, Features Intersected: IS 55, IS 44, Facility Carried by Structure: TUCKER BLVD N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 28.6m (93.8ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 68.4 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.09m (3.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $2,308,000, Roadway Improvement Cost: $231,000, Total Project Cost: $3,462,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other, Deck Protection: Cathodic Protection
Structure Number: 894, Location: S 27 T 45 N R 7 E (Lat: 38.610422, Lng: -90.208369), Route carried "on" structure: City street , Year Built: 1965, Year Reconstructed: 1985, Status: Open, Structure Length: 10.00m (32.81ft), Average Daily Traffic: 13,991 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 19,587 (year 2040), Design Load: H 20, Features Intersected: IS 55, IS 44, Facility Carried by Structure: TUCKER BLVD N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 28.6m (93.8ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 68.4 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.09m (3.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $2,308,000, Roadway Improvement Cost: $231,000, Total Project Cost: $3,462,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other, Deck Protection: Cathodic Protection
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Structure Number: 917, Location: S 6 T 49 N R 34 W (Lat: 39.097500, Lng: -94.591908), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 12.31m (40.39ft), Average Daily Traffic: 4,866 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 6,812 (year 2041), Design Load: H 20, Features Intersected: IS 35, RP IS35S TO IS670, Facility Carried by Structure: W 14TH ST E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.047, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 6, Length of Maximum Span: 24.6m (80.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.32m (4.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,130,000, Roadway Improvement Cost: $113,000, Total Project Cost: $1,696,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Cathodic Protection
Structure Number: 917, Location: S 6 T 49 N R 34 W (Lat: 39.097500, Lng: -94.591908), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 12.31m (40.39ft), Average Daily Traffic: 4,866 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 6,812 (year 2041), Design Load: H 20, Features Intersected: IS 35, RP IS35S TO IS670, Facility Carried by Structure: W 14TH ST E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.047, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 6, Length of Maximum Span: 24.6m (80.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.32m (4.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,130,000, Roadway Improvement Cost: $113,000, Total Project Cost: $1,696,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Cathodic Protection
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Structure Number: 919, Location: S 6 T 49 N R 34 W (Lat: 39.096428, Lng: -94.591572), Route carried "on" structure: Interstate 35, Year Built: 1967, Year Reconstructed: 1992, Status: Open, Structure Length: 8.96m (29.40ft), Average Daily Traffic: 22,460 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 30,321 (year 2041), Design Load: HS 20, Features Intersected: IS 670, RP IS35N TO IS67
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 180.734, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.7m (71.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 919, Location: S 6 T 49 N R 34 W (Lat: 39.096428, Lng: -94.591572), Route carried "on" structure: Interstate 35, Year Built: 1967, Year Reconstructed: 1992, Status: Open, Structure Length: 8.96m (29.40ft), Average Daily Traffic: 22,460 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 30,321 (year 2041), Design Load: HS 20, Features Intersected: IS 670, RP IS35N TO IS67
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 180.734, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.7m (71.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 967, Location: S 14 T 46 N R 27 W (Lat: 38.791344, Lng: -93.866900), Route carried "on" structure: US 50, Year Built: 1967, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 7,256 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 12,698 (year 2041), Design Load: H 20, Features Intersected: BUTCHERS BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.625, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Built-up, Deck Protection: Bituminous
Structure Number: 967, Location: S 14 T 46 N R 27 W (Lat: 38.791344, Lng: -93.866900), Route carried "on" structure: US 50, Year Built: 1967, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 7,256 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 12,698 (year 2041), Design Load: H 20, Features Intersected: BUTCHERS BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.625, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Built-up, Deck Protection: Bituminous