Bridge Statistics for Breckenridge Hills, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 98ft / 30.1mTotal length
- $307,000Total costs
- 135,117Total average daily traffic
- 15,101Total average daily truck traffic
- 189,844Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Breckenridge Hills
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 11960-1969
- 11970-1979
- 41980-1989
- 11990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 50.0%Good
- 50.0%Serious
- Bridge Condition - Superstructure
- 50.0%Excellent
- 50.0%Serious
- Bridge Condition - Substructure
- 50.0%Satisfactory
- 50.0%Fair
- Bridge Condition - Channel
- 10.0%Excellent
- 30.0%Very good
- 30.0%Good
- 10.0%Fair
- 20.0%Poor
- Bridge Condition - Culverts
- 12.5%Very good
- 75.0%Satisfactory
- 12.5%Fair
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Structure Number: 1393, Location: S 7 T 49 N R 32 W (Lat: 39.073994, Lng: -94.489033), Route carried "on" structure: Interstate 435, Year Built: 1966, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 84,487 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 114,057 (year 2041), Design Load: HS 20, Features Intersected: MINE ACCESS, CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.341, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 25 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 1393, Location: S 7 T 49 N R 32 W (Lat: 39.073994, Lng: -94.489033), Route carried "on" structure: Interstate 435, Year Built: 1966, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 84,487 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 114,057 (year 2041), Design Load: HS 20, Features Intersected: MINE ACCESS, CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.341, Lanes on structure: 8, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 25 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 1393, Location: S 20 T 46 N R 6 E (Lat: 38.714375, Lng: -90.361339), Route carried "on" structure: City street , Year Built: 1991, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 405 (year 2040), Design Load: HS 20, Features Intersected: COLDWATER CR, Facility Carried by Structure: MARVIN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1393, Location: S 20 T 46 N R 6 E (Lat: 38.714375, Lng: -90.361339), Route carried "on" structure: City street , Year Built: 1991, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 405 (year 2040), Design Load: HS 20, Features Intersected: COLDWATER CR, Facility Carried by Structure: MARVIN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13932, Location: S 17 T 46 N R 6 E (Lat: 38.724136, Lng: -90.370906), Route carried "on" structure: City street , Year Built: 1973, Status: Closed, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,350 (year 2040), Features Intersected: COLDWATER CR, Facility Carried by Structure: ISOLDA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Fair, Channel: Poor, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.19m (0.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $205,000, Roadway Improvement Cost: $20,000, Total Project Cost: $307,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 13932, Location: S 17 T 46 N R 6 E (Lat: 38.724136, Lng: -90.370906), Route carried "on" structure: City street , Year Built: 1973, Status: Closed, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 1,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,350 (year 2040), Features Intersected: COLDWATER CR, Facility Carried by Structure: ISOLDA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Fair, Channel: Poor, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.19m (0.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $205,000, Roadway Improvement Cost: $20,000, Total Project Cost: $307,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 13935, Location: S 20 T 46 N R 6 E (Lat: 38.715972, Lng: -90.362397), Route carried "on" structure: City street , Year Built: 1984, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 350 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 473 (year 2040), Design Load: HS 20, Features Intersected: COLDWATER CR, Facility Carried by Structure: CALVERT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 23.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, 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: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13935, Location: S 20 T 46 N R 6 E (Lat: 38.715972, Lng: -90.362397), Route carried "on" structure: City street , Year Built: 1984, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 350 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 473 (year 2040), Design Load: HS 20, Features Intersected: COLDWATER CR, Facility Carried by Structure: CALVERT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 23.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, 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: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13937, Location: S 20 T 46 N R 6 E (Lat: 38.716533, Lng: -90.363542), Route carried "on" structure: City street , Year Built: 1984, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 405 (year 2040), Design Load: HS 20, Features Intersected: COLDWATER CR, Facility Carried by Structure: DIX AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 23.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13937, Location: S 20 T 46 N R 6 E (Lat: 38.716533, Lng: -90.363542), Route carried "on" structure: City street , Year Built: 1984, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 405 (year 2040), Design Load: HS 20, Features Intersected: COLDWATER CR, Facility Carried by Structure: DIX AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 23.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13938, Location: S 20 T 46 N R 6 E (Lat: 38.717306, Lng: -90.364517), Route carried "on" structure: City street , Year Built: 1984, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 540 (year 2040), Design Load: HS 20, Features Intersected: COLDWATER CR, Facility Carried by Structure: EDMUNDSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 23.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13938, Location: S 20 T 46 N R 6 E (Lat: 38.717306, Lng: -90.364517), Route carried "on" structure: City street , Year Built: 1984, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 400 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 540 (year 2040), Design Load: HS 20, Features Intersected: COLDWATER CR, Facility Carried by Structure: EDMUNDSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 23.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1394, Location: S 17 T 46 N R 7 E (Lat: 38.722617, Lng: -90.368497), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 600 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 810 (year 2040), Features Intersected: COLDWATER CR, Facility Carried by Structure: LYNN TOWN DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 1394, Location: S 17 T 46 N R 7 E (Lat: 38.722617, Lng: -90.368497), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 600 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 810 (year 2040), Features Intersected: COLDWATER CR, Facility Carried by Structure: LYNN TOWN DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 29451, Location: S 20 T 46 N R 6 E (Lat: 38.712711, Lng: -90.361331), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,766 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,384 (year 2040), Design Load: HS 20+Mod, Features Intersected: COLDWATER CR, Facility Carried by Structure: BRECKENRIDGE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft)
Condition: Channel: Excellent, Culverts: Very good, 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 desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 29451, Location: S 20 T 46 N R 6 E (Lat: 38.712711, Lng: -90.361331), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,766 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,384 (year 2040), Design Load: HS 20+Mod, Features Intersected: COLDWATER CR, Facility Carried by Structure: BRECKENRIDGE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft)
Condition: Channel: Excellent, Culverts: Very good, 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 desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 33861, Location: S 20 T 46 N R 6 E (Lat: 38.718889, Lng: -90.365417), Route carried "on" structure: State highway 180, Year Built: 2011, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 33,061 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 46,285 (year 2041), Design Load: HS 20+Mod, Features Intersected: COLDWATER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.595, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.8m (124.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: 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: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 33861, Location: S 20 T 46 N R 6 E (Lat: 38.718889, Lng: -90.365417), Route carried "on" structure: State highway 180, Year Built: 2011, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 33,061 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 46,285 (year 2041), Design Load: HS 20+Mod, Features Intersected: COLDWATER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.595, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.8m (124.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: 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: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6437, Location: S 15 T 35 N R 14 W (Lat: 37.760153, Lng: -92.452556), Route carried "on" structure: Interstate 44, Year Built: 1956, Year Reconstructed: 2010, Status: Open, Structure Length: 20.41m (66.96ft), Average Daily Traffic: 12,853 (year 2021), Truck Traffic: 30%, Average Future Daily Traffic: 23,135 (year 2041), Design Load: HS 20, Features Intersected: GASCONADE RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 241.598, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Satisfactory, Channel: Good, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6437, Location: S 15 T 35 N R 14 W (Lat: 37.760153, Lng: -92.452556), Route carried "on" structure: Interstate 44, Year Built: 1956, Year Reconstructed: 2010, Status: Open, Structure Length: 20.41m (66.96ft), Average Daily Traffic: 12,853 (year 2021), Truck Traffic: 30%, Average Future Daily Traffic: 23,135 (year 2041), Design Load: HS 20, Features Intersected: GASCONADE RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 241.598, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Satisfactory, Channel: Good, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing