Bridge Statistics for Moscow Mills, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 26Number of bridges
- 299ft / 91.4mTotal length
- $366,000Total costs
- 180,488Total average daily traffic
- 27,809Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Moscow Mills
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 51960-1969
- 21970-1979
- 11980-1989
- 51990-1999
- 92000-2009
- 22010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 10.0%Excellent
- 10.0%Very good
- 35.0%Good
- 35.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Superstructure
- 20.0%Excellent
- 10.0%Very good
- 25.0%Good
- 15.0%Satisfactory
- 25.0%Fair
- 5.0%Poor
- Bridge Condition - Substructure
- 20.0%Excellent
- 5.0%Very good
- 35.0%Good
- 30.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Channel
- 5.0%Excellent
- 5.0%Very good
- 10.0%Good
- 60.0%Satisfactory
- 20.0%Fair
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Structure Number: 135, Location: S 29 T 53 N R 34 W (Lat: 39.376869, Lng: -94.733139), Route carried "on" structure: State highway HH, Year Built: 1958, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 674 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 1,213 (year 2041), Design Load: H 15, Features Intersected: HOLT BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.845, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 135, Location: S 29 T 53 N R 34 W (Lat: 39.376869, Lng: -94.733139), Route carried "on" structure: State highway HH, Year Built: 1958, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 674 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 1,213 (year 2041), Design Load: H 15, Features Intersected: HOLT BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.845, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 135, Location: S 4 T 48 N R 1 E (Lat: 38.951142, Lng: -90.913883), Route carried "on" structure: State highway C, Year Built: 1966, Year Reconstructed: 2008, Status: Posted for load, Structure Length: 17.80m (58.40ft), Average Daily Traffic: 3,997 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 7,994 (year 2041), Design Load: H 15, Features Intersected: CUIVRE RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.147, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 30.6 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: January 2021, Other Special Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 135, Location: S 4 T 48 N R 1 E (Lat: 38.951142, Lng: -90.913883), Route carried "on" structure: State highway C, Year Built: 1966, Year Reconstructed: 2008, Status: Posted for load, Structure Length: 17.80m (58.40ft), Average Daily Traffic: 3,997 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 7,994 (year 2041), Design Load: H 15, Features Intersected: CUIVRE RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.147, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 30.6 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: January 2021, Other Special Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 1351, Location: S 4 T 48 N R 1 E (Lat: 38.949244, Lng: -90.902031), Route carried "on" structure: State highway C, Year Built: 1966, Year Reconstructed: 2008, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 3,997 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 7,994 (year 2041), Design Load: H 15, Features Intersected: CUIVRE RVR OVRFL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.293, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 1351, Location: S 4 T 48 N R 1 E (Lat: 38.949244, Lng: -90.902031), Route carried "on" structure: State highway C, Year Built: 1966, Year Reconstructed: 2008, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 3,997 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 7,994 (year 2041), Design Load: H 15, Features Intersected: CUIVRE RVR OVRFL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.293, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 19728, Location: S 33 T 49 N R 1 E (Lat: 38.970472, Lng: -90.910944), Route carried "on" structure: County highway 231, Year Built: 1996, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 80 (year 2041), Features Intersected: BRANCH, Facility Carried by Structure: BLUE GOOSE RD 810
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, 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: 12.2m (40.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19728, Location: S 33 T 49 N R 1 E (Lat: 38.970472, Lng: -90.910944), Route carried "on" structure: County highway 231, Year Built: 1996, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 80 (year 2041), Features Intersected: BRANCH, Facility Carried by Structure: BLUE GOOSE RD 810
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, 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: 12.2m (40.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21158, Location: S 25 T 48 N R 1 W (Lat: 38.894667, Lng: -90.966694), Route carried "on" structure: County highway 292, Year Built: 1986, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 320 (year 2041), Design Load: HS 15, Features Intersected: BIG CR, Facility Carried by Structure: MYERS RD 729
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.575, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, 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, 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21158, Location: S 25 T 48 N R 1 W (Lat: 38.894667, Lng: -90.966694), Route carried "on" structure: County highway 292, Year Built: 1986, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 320 (year 2041), Design Load: HS 15, Features Intersected: BIG CR, Facility Carried by Structure: MYERS RD 729
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.575, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, 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, 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21232, Location: S 8 T 48 N R 1 E (Lat: 38.928944, Lng: -90.938694), Route carried "on" structure: County highway 296, Year Built: 1990, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 320 (year 2041), Features Intersected: BRANCH, Facility Carried by Structure: ADLEHART RD 718
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.575, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21232, Location: S 8 T 48 N R 1 E (Lat: 38.928944, Lng: -90.938694), Route carried "on" structure: County highway 296, Year Built: 1990, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 320 (year 2041), Features Intersected: BRANCH, Facility Carried by Structure: ADLEHART RD 718
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.575, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21264, Location: S 8 T 48 N R 1 E (Lat: 38.930667, Lng: -90.933417), Route carried "on" structure: County highway 298, Year Built: 1990, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 640 (year 2041), Features Intersected: CROOKED CR, Facility Carried by Structure: HAMPEL RD 721
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: 18.3m (60.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21264, Location: S 8 T 48 N R 1 E (Lat: 38.930667, Lng: -90.933417), Route carried "on" structure: County highway 298, Year Built: 1990, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 640 (year 2041), Features Intersected: CROOKED CR, Facility Carried by Structure: HAMPEL RD 721
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: 18.3m (60.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21268, Location: S 8 T 48 N R 1 E (Lat: 38.928750, Lng: -90.935389), Route carried "on" structure: County highway 298, Year Built: 1990, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 640 (year 2041), Features Intersected: BRANCH, Facility Carried by Structure: HAMPEL RD 721
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.575, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21268, Location: S 8 T 48 N R 1 E (Lat: 38.928750, Lng: -90.935389), Route carried "on" structure: County highway 298, Year Built: 1990, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 640 (year 2041), Features Intersected: BRANCH, Facility Carried by Structure: HAMPEL RD 721
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.575, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2257, Location: S 17 T 48 N R 1 E (Lat: 38.927322, Lng: -90.925144), Route carried "on" structure: US 61, Year Built: 1970, Status: Open, Structure Length: 3.34m (10.96ft), Average Daily Traffic: 17,884 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 35,768 (year 2041), Design Load: HS 20, Features Intersected: CROOKED CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 203.352, 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: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 56.7 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: Somewhat better than minimum adequacy, 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 2257, Location: S 17 T 48 N R 1 E (Lat: 38.927322, Lng: -90.925144), Route carried "on" structure: US 61, Year Built: 1970, Status: Open, Structure Length: 3.34m (10.96ft), Average Daily Traffic: 17,884 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 35,768 (year 2041), Design Load: HS 20, Features Intersected: CROOKED CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 203.352, 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: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 56.7 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: Somewhat better than minimum adequacy, 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 2258, Location: S 28 T 48 N R 1 E (Lat: 38.887897, Lng: -90.918994), Route carried "on" structure: US 61, Year Built: 1971, Year Reconstructed: 2017, Status: Posted for load, Structure Length: 9.79m (32.12ft), Average Daily Traffic: 21,421 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 42,842 (year 2041), Design Load: HS 20, Features Intersected: BIG CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 207.773, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2258, Location: S 28 T 48 N R 1 E (Lat: 38.887897, Lng: -90.918994), Route carried "on" structure: US 61, Year Built: 1971, Year Reconstructed: 2017, Status: Posted for load, Structure Length: 9.79m (32.12ft), Average Daily Traffic: 21,421 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 42,842 (year 2041), Design Load: HS 20, Features Intersected: BIG CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 207.773, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 28681, Location: S 28 T 49 N R 1 E (Lat: 38.973833, Lng: -90.903333), Route carried "on" structure: County highway 233, Year Built: 2000, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 300 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 480 (year 2041), Features Intersected: BRANCH, Facility Carried by Structure: GRAVENS RD 817
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28681, Location: S 28 T 49 N R 1 E (Lat: 38.973833, Lng: -90.903333), Route carried "on" structure: County highway 233, Year Built: 2000, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 300 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 480 (year 2041), Features Intersected: BRANCH, Facility Carried by Structure: GRAVENS RD 817
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 29368, Location: S 30 T 48 N R 1 E (Lat: 38.899667, Lng: -90.949639), Route carried "on" structure: County highway 299, Year Built: 2002, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 80 (year 2041), Design Load: HS 20, Features Intersected: SAND RUN CR, Facility Carried by Structure: CREECH RD 732
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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
Structure Number: 29368, Location: S 30 T 48 N R 1 E (Lat: 38.899667, Lng: -90.949639), Route carried "on" structure: County highway 299, Year Built: 2002, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 80 (year 2041), Design Load: HS 20, Features Intersected: SAND RUN CR, Facility Carried by Structure: CREECH RD 732
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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
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Structure Number: 31309, Location: S 389 T 48 N R 1 E (Lat: 38.946956, Lng: -90.928631), Route carried "on" structure: State highway C, Year Built: 2006, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 3,331 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 6,662 (year 2041), Design Load: HS 20, Features Intersected: US 61
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.697, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 31309, Location: S 389 T 48 N R 1 E (Lat: 38.946956, Lng: -90.928631), Route carried "on" structure: State highway C, Year Built: 2006, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 3,331 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 6,662 (year 2041), Design Load: HS 20, Features Intersected: US 61
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.697, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, 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: 32646, Location: S 1733 T 48 N R 1 E (Lat: 38.908558, Lng: -90.923539), Route carried "on" structure: State highway U, Year Built: 2009, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 5,938 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 11,876 (year 2041), Design Load: HS 20, Features Intersected: US 61
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.636, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 62.1 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 32646, Location: S 1733 T 48 N R 1 E (Lat: 38.908558, Lng: -90.923539), Route carried "on" structure: State highway U, Year Built: 2009, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 5,938 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 11,876 (year 2041), Design Load: HS 20, Features Intersected: US 61
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.636, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 62.1 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, 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: 34566, Location: S 16 T 48 N R 1 E (Lat: 38.923694, Lng: -90.902778), Route carried "on" structure: County highway 303, Year Built: 1992, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 320 (year 2041), Features Intersected: BUTCHER CR, Facility Carried by Structure: CARTER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, 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: 7.2m (23.6ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 96.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.6 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $74,000, Roadway Improvement Cost: $7,000, Total Project Cost: $111,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 34566, Location: S 16 T 48 N R 1 E (Lat: 38.923694, Lng: -90.902778), Route carried "on" structure: County highway 303, Year Built: 1992, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 320 (year 2041), Features Intersected: BUTCHER CR, Facility Carried by Structure: CARTER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, 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: 7.2m (23.6ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 96.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.6 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $74,000, Roadway Improvement Cost: $7,000, Total Project Cost: $111,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 34641, Location: S 32 T 48 N R 1 E (Lat: 38.882056, Lng: -90.928361), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 3.16m (10.37ft), Average Daily Traffic: 352 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 774 (year 2040), Design Load: HS 20, Features Intersected: INDIAN CAMP CR, Facility Carried by Structure: INDIAN CAMP CR DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.6m (100.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Critical Feature Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 34641, Location: S 32 T 48 N R 1 E (Lat: 38.882056, Lng: -90.928361), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 3.16m (10.37ft), Average Daily Traffic: 352 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 774 (year 2040), Design Load: HS 20, Features Intersected: INDIAN CAMP CR, Facility Carried by Structure: INDIAN CAMP CR DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.6m (100.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Critical Feature Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 35199, Location: S 9 T 48 N R 1 E (Lat: 38.930489, Lng: -90.901636), Route carried "on" structure: State highway MM, Year Built: 2016, Status: Open, Structure Length: 3.28m (10.76ft), Average Daily Traffic: 2,268 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 4,536 (year 2041), Features Intersected: CROOKED CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.456, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Internally Sealed
Structure Number: 35199, Location: S 9 T 48 N R 1 E (Lat: 38.930489, Lng: -90.901636), Route carried "on" structure: State highway MM, Year Built: 2016, Status: Open, Structure Length: 3.28m (10.76ft), Average Daily Traffic: 2,268 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 4,536 (year 2041), Features Intersected: CROOKED CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.456, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Internally Sealed
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Structure Number: 36092, Location: S 15 T 48 N R 1 E (Lat: 38.917872, Lng: -90.899675), Route carried "on" structure: County highway 306, Year Built: 2019, Status: Open, Structure Length: 2.09m (6.86ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2041), Features Intersected: TRIB TO CROOKED CR, Facility Carried by Structure: HUMPHREY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.9m (65.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior 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: 36092, Location: S 15 T 48 N R 1 E (Lat: 38.917872, Lng: -90.899675), Route carried "on" structure: County highway 306, Year Built: 2019, Status: Open, Structure Length: 2.09m (6.86ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2041), Features Intersected: TRIB TO CROOKED CR, Facility Carried by Structure: HUMPHREY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.9m (65.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior 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: 36671, Location: S 33 T 49 N R 1 E (Lat: 38.972081, Lng: -90.903389), Route carried "on" structure: County highway 233, Year Built: 2021, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 300 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 480 (year 2041), Design Load: HS 20, Features Intersected: TRIB TO CUIVRE RIV, Facility Carried by Structure: GRAVENS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 36671, Location: S 33 T 49 N R 1 E (Lat: 38.972081, Lng: -90.903389), Route carried "on" structure: County highway 233, Year Built: 2021, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 300 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 480 (year 2041), Design Load: HS 20, Features Intersected: TRIB TO CUIVRE RIV, Facility Carried by Structure: GRAVENS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4637, Location: S 17 T 48 N R 1 E (Lat: 38.927319, Lng: -90.924669), Route carried "on" structure: US 61, Year Built: 1961, Status: Open, Structure Length: 3.34m (10.96ft), Average Daily Traffic: 18,565 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 37,130 (year 2041), Design Load: H 20, Features Intersected: CROOKED CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 430.745, 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: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4637, Location: S 17 T 48 N R 1 E (Lat: 38.927319, Lng: -90.924669), Route carried "on" structure: US 61, Year Built: 1961, Status: Open, Structure Length: 3.34m (10.96ft), Average Daily Traffic: 18,565 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 37,130 (year 2041), Design Load: H 20, Features Intersected: CROOKED CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 430.745, 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: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 697, Location: S 28 T 48 N R 1 E (Lat: 38.887989, Lng: -90.918669), Route carried "on" structure: US 61, Year Built: 1961, Status: Posted for load, Structure Length: 9.82m (32.22ft), Average Daily Traffic: 21,148 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 35,952 (year 2041), Design Load: H 20, Features Intersected: BIG CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 426.289, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 697, Location: S 28 T 48 N R 1 E (Lat: 38.887989, Lng: -90.918669), Route carried "on" structure: US 61, Year Built: 1961, Status: Posted for load, Structure Length: 9.82m (32.22ft), Average Daily Traffic: 21,148 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 35,952 (year 2041), Design Load: H 20, Features Intersected: BIG CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 426.289, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, 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: 8329, Location: S 15 T 48 N R 1 E (Lat: 38.925964, Lng: -90.893597), Route carried "on" structure: State highway MM, Year Built: 1963, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 2,268 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 4,536 (year 2041), Design Load: H 15, Features Intersected: BUTCHER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.330, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $17,000, Total Project Cost: $255,000 ( Estimate for 2022)
Structure Number: 8329, Location: S 15 T 48 N R 1 E (Lat: 38.925964, Lng: -90.893597), Route carried "on" structure: State highway MM, Year Built: 1963, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 2,268 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 4,536 (year 2041), Design Load: H 15, Features Intersected: BUTCHER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.330, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 31309, Location: S 389 T 48 N R 1 E (Lat: 38.946956, Lng: -90.928631), Route carried "under" structure: US 61, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 18,565 (year 2021), Truck Traffic: 17%, Features Intersected: US 61, Facility Carried by Structure: RT C E
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 432.993, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft)
Structure Number: 31309, Location: S 389 T 48 N R 1 E (Lat: 38.946956, Lng: -90.928631), Route carried "under" structure: US 61, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 18,565 (year 2021), Truck Traffic: 17%, Features Intersected: US 61, Facility Carried by Structure: RT C E
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 432.993, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft)
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Structure Number: 31309, Location: S 389 T 48 N R 1 E (Lat: 38.946956, Lng: -90.928631), Route carried "under" structure: US 61, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 16,045 (year 2021), Truck Traffic: 17%, Features Intersected: US 61, Facility Carried by Structure: RT C E
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 201.178, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft)
Structure Number: 31309, Location: S 389 T 48 N R 1 E (Lat: 38.946956, Lng: -90.928631), Route carried "under" structure: US 61, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 16,045 (year 2021), Truck Traffic: 17%, Features Intersected: US 61, Facility Carried by Structure: RT C E
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 201.178, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft)
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Structure Number: 32646, Location: S 1733 T 48 N R 1 E (Lat: 38.908558, Lng: -90.923539), Route carried "under" structure: US 61, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 23,951 (year 2021), Truck Traffic: 15%, Features Intersected: US 61, Facility Carried by Structure: RT U E
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 428.674, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 32646, Location: S 1733 T 48 N R 1 E (Lat: 38.908558, Lng: -90.923539), Route carried "under" structure: US 61, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 23,951 (year 2021), Truck Traffic: 15%, Features Intersected: US 61, Facility Carried by Structure: RT U E
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 428.674, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 32646, Location: S 1733 T 48 N R 1 E (Lat: 38.908558, Lng: -90.923539), Route carried "under" structure: US 61, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 17,884 (year 2021), Truck Traffic: 15%, Features Intersected: US 61, Facility Carried by Structure: RT U E
Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 205.477, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 32646, Location: S 1733 T 48 N R 1 E (Lat: 38.908558, Lng: -90.923539), Route carried "under" structure: US 61, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 17,884 (year 2021), Truck Traffic: 15%, Features Intersected: US 61, Facility Carried by Structure: RT U E
Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 205.477, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)