Bridge Statistics for Downing, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 26Number of bridges
- 167ft / 51.3mTotal length
- $1,468,000Total costs
- 3,495Total average daily traffic
- 379Total average daily truck traffic
- 4,349Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Downing
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 11940-1949
- 11960-1969
- 11980-1989
- 101990-1999
- 92000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 12.5%Excellent
- 37.5%Very good
- 33.3%Good
- 12.5%Satisfactory
- 4.2%Serious
- Bridge Condition - Superstructure
- 4.2%Excellent
- 33.3%Very good
- 41.7%Good
- 16.7%Satisfactory
- 4.2%Fair
- Bridge Condition - Substructure
- 8.3%Excellent
- 25.0%Very good
- 33.3%Good
- 12.5%Satisfactory
- 16.7%Fair
- 4.2%Poor
- Bridge Condition - Channel
- 3.8%Very good
- 19.2%Good
- 42.3%Satisfactory
- 30.8%Fair
- 3.8%Poor
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Poor
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Structure Number: 14202, Location: S 27 T 66 N R 13 W (Lat: 40.498056, Lng: -92.332556), Route carried "on" structure: County highway 60, Year Built: 1998, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 63 (year 2039), Design Load: HS 20, Features Intersected: N FABIUS RVR, Facility Carried by Structure: COUNTY ROAD 665
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 14202, Location: S 27 T 66 N R 13 W (Lat: 40.498056, Lng: -92.332556), Route carried "on" structure: County highway 60, Year Built: 1998, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 63 (year 2039), Design Load: HS 20, Features Intersected: N FABIUS RVR, Facility Carried by Structure: COUNTY ROAD 665
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 14234, Location: S 26 T 66 N R 13 W (Lat: 40.498889, Lng: -92.329667), Route carried "on" structure: County highway 61, Year Built: 1995, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 44 (year 2039), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: COUNTY ROAD 664
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14234, Location: S 26 T 66 N R 13 W (Lat: 40.498889, Lng: -92.329667), Route carried "on" structure: County highway 61, Year Built: 1995, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 44 (year 2039), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: COUNTY ROAD 664
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14275, Location: S 24 T 66 N R 13 W (Lat: 40.509722, Lng: -92.310167), Route carried "on" structure: County highway 62, Year Built: 1996, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 44 (year 2039), Features Intersected: CREEK, Facility Carried by Structure: COUNTY ROAD 659
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14275, Location: S 24 T 66 N R 13 W (Lat: 40.509722, Lng: -92.310167), Route carried "on" structure: County highway 62, Year Built: 1996, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 44 (year 2039), Features Intersected: CREEK, Facility Carried by Structure: COUNTY ROAD 659
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 15837, Location: S 7 T 66 N R 13 W (Lat: 40.538483, Lng: -92.394722), Route carried "on" structure: County highway 101, Year Built: 1990, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 20 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 22 (year 2040), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: KELSO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Owner: County 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), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 58.5 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
Structure Number: 15837, Location: S 7 T 66 N R 13 W (Lat: 40.538483, Lng: -92.394722), Route carried "on" structure: County highway 101, Year Built: 1990, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 20 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 22 (year 2040), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: KELSO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.897, Lanes on structure: 2, Owner: County 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), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 58.5 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
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Structure Number: 16758, Location: S 28 T 66 N R 13 W (Lat: 40.499928, Lng: -92.351372), Route carried "on" structure: County highway 131, Year Built: 1998, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 15 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2040), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: SAND HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 16758, Location: S 28 T 66 N R 13 W (Lat: 40.499928, Lng: -92.351372), Route carried "on" structure: County highway 131, Year Built: 1998, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 15 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2040), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: SAND HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16766, Location: S 28 T 66 N R 13 W (Lat: 40.495222, Lng: -92.360222), Route carried "on" structure: County highway 131, Year Built: 1995, Year Reconstructed: 1998, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 30 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 33 (year 2040), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: SAND HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.2 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 16766, Location: S 28 T 66 N R 13 W (Lat: 40.495222, Lng: -92.360222), Route carried "on" structure: County highway 131, Year Built: 1995, Year Reconstructed: 1998, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 30 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 33 (year 2040), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: SAND HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.2 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17329, Location: S 17 T 65 N R 13 W (Lat: 40.444472, Lng: -92.374472), Route carried "on" structure: County highway 149, Year Built: 2000, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 5 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 6 (year 2040), Features Intersected: BRUSHY CR, Facility Carried by Structure: HIGH HORN LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17329, Location: S 17 T 65 N R 13 W (Lat: 40.444472, Lng: -92.374472), Route carried "on" structure: County highway 149, Year Built: 2000, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 5 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 6 (year 2040), Features Intersected: BRUSHY CR, Facility Carried by Structure: HIGH HORN LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18351, Location: S 11 T 65 N R 13 W (Lat: 40.453222, Lng: -92.328611), Route carried "on" structure: County highway 182, Year Built: 1992, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 63 (year 2039), Features Intersected: N FK MID FABIUS RV, Facility Carried by Structure: COUNTY ROAD 610
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, 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: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 44.1 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18351, Location: S 11 T 65 N R 13 W (Lat: 40.453222, Lng: -92.328611), Route carried "on" structure: County highway 182, Year Built: 1992, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 63 (year 2039), Features Intersected: N FK MID FABIUS RV, Facility Carried by Structure: COUNTY ROAD 610
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, 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: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 44.1 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1949, Location: S 22 T 65 N R 13 W (Lat: 40.433111, Lng: -92.332833), Route carried "on" structure: County highway 222, Year Built: 1996, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 44 (year 2039), Design Load: HS 20, Features Intersected: N FK MID FABIUS RV, Facility Carried by Structure: COUNTY ROAD 661
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, 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: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1949, Location: S 22 T 65 N R 13 W (Lat: 40.433111, Lng: -92.332833), Route carried "on" structure: County highway 222, Year Built: 1996, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 44 (year 2039), Design Load: HS 20, Features Intersected: N FK MID FABIUS RV, Facility Carried by Structure: COUNTY ROAD 661
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, 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: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20688, Location: S 21 T 65 N R 13 W (Lat: 40.429306, Lng: -92.351500), Route carried "on" structure: County highway 270, Year Built: 1997, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 28 (year 2040), Features Intersected: BRUSHY CR, Facility Carried by Structure: FOUNTAIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.472, Lanes on structure: 1, 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: 18.0m (59.1ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20688, Location: S 21 T 65 N R 13 W (Lat: 40.429306, Lng: -92.351500), Route carried "on" structure: County highway 270, Year Built: 1997, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 28 (year 2040), Features Intersected: BRUSHY CR, Facility Carried by Structure: FOUNTAIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.472, Lanes on structure: 1, 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: 18.0m (59.1ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21014, Location: S 34 T 32 N R 31 W (Lat: 37.472592, Lng: -94.335503), Route carried "on" structure: County highway 285, Year Built: 1985, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 30 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 42 (year 2041), Features Intersected: DICK'S FK, Facility Carried by Structure: SW 20TH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 58.5 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 21014, Location: S 34 T 32 N R 31 W (Lat: 37.472592, Lng: -94.335503), Route carried "on" structure: County highway 285, Year Built: 1985, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 30 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 42 (year 2041), Features Intersected: DICK'S FK, Facility Carried by Structure: SW 20TH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 58.5 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 22708, Location: S 29 T 57 N R 20 W (Lat: 39.719322, Lng: -93.163778), Route carried "on" structure: County highway 370, Year Built: 1990, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 30 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 33 (year 2041), Features Intersected: LIT TURKEY CR, Facility Carried by Structure: GRANT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, 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: 13.4m (44.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, Channel: Poor, 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.20m (0.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $10,000, Total Project Cost: $149,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 22708, Location: S 29 T 57 N R 20 W (Lat: 39.719322, Lng: -93.163778), Route carried "on" structure: County highway 370, Year Built: 1990, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 30 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 33 (year 2041), Features Intersected: LIT TURKEY CR, Facility Carried by Structure: GRANT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, 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: 13.4m (44.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, Channel: Poor, 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.20m (0.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $10,000, Total Project Cost: $149,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28506, Location: S 15 T 65 N R 13 W (Lat: 40.433389, Lng: -92.333167), Route carried "on" structure: County highway 183, Year Built: 2000, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 30 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 38 (year 2039), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: COUNTY ROAD 669
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28506, Location: S 15 T 65 N R 13 W (Lat: 40.433389, Lng: -92.333167), Route carried "on" structure: County highway 183, Year Built: 2000, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 30 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 38 (year 2039), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: COUNTY ROAD 669
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2953, Location: S 17 T 66 N R 13 W (Lat: 40.532981, Lng: -92.374331), Route carried "on" structure: State highway N, Year Built: 2003, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 746 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 933 (year 2041), Design Load: HS 20, Features Intersected: N FABIUS RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.747, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 70.2 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 48 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Internally Sealed
Structure Number: 2953, Location: S 17 T 66 N R 13 W (Lat: 40.532981, Lng: -92.374331), Route carried "on" structure: State highway N, Year Built: 2003, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 746 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 933 (year 2041), Design Load: HS 20, Features Intersected: N FABIUS RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.747, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 70.2 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 48 months, Inspection Date: November 2021, 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: 29813, Location: S 13 T 66 N R 14 W (Lat: 40.532136, Lng: -92.411039), Route carried "on" structure: County highway 100, Year Built: 2003, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 20 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 22 (year 2040), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 29813, Location: S 13 T 66 N R 14 W (Lat: 40.532136, Lng: -92.411039), Route carried "on" structure: County highway 100, Year Built: 2003, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 20 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 22 (year 2040), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 29854, Location: S 3 T 65 N R 13 W (Lat: 40.465139, Lng: -92.350889), Route carried "on" structure: County highway 221, Year Built: 2001, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 63 (year 2039), Features Intersected: N FK OF MID FABIUS, Facility Carried by Structure: COUNTY ROAD 669
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 29854, Location: S 3 T 65 N R 13 W (Lat: 40.465139, Lng: -92.350889), Route carried "on" structure: County highway 221, Year Built: 2001, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 63 (year 2039), Features Intersected: N FK OF MID FABIUS, Facility Carried by Structure: COUNTY ROAD 669
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 30623, Location: S 10 T 66 N R 13 W (Lat: 40.536389, Lng: -92.336861), Route carried "on" structure: County highway 963, Year Built: 2004, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 25 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 31 (year 2039), Features Intersected: BR N FK N FABIUS R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 30623, Location: S 10 T 66 N R 13 W (Lat: 40.536389, Lng: -92.336861), Route carried "on" structure: County highway 963, Year Built: 2004, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 25 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 31 (year 2039), Features Intersected: BR N FK N FABIUS R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31773, Location: S 22 T 66 N R 14 W (Lat: 40.513269, Lng: -92.432503), Route carried "on" structure: County highway 91, Year Built: 2006, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 5 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 6 (year 2040), Features Intersected: BRANCH, Facility Carried by Structure: SANCHEZ RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31773, Location: S 22 T 66 N R 14 W (Lat: 40.513269, Lng: -92.432503), Route carried "on" structure: County highway 91, Year Built: 2006, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 5 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 6 (year 2040), Features Intersected: BRANCH, Facility Carried by Structure: SANCHEZ RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31774, Location: S 1 T 65 N R 14 W (Lat: 40.462300, Lng: -92.411075), Route carried "on" structure: County highway 142, Year Built: 2006, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 6 (year 2040), Features Intersected: BRANCH, Facility Carried by Structure: OUTEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31774, Location: S 1 T 65 N R 14 W (Lat: 40.462300, Lng: -92.411075), Route carried "on" structure: County highway 142, Year Built: 2006, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 5 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 6 (year 2040), Features Intersected: BRANCH, Facility Carried by Structure: OUTEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31952, Location: S 28 T 66 N R 13 W (Lat: 40.491644, Lng: -92.360892), Route carried "on" structure: County highway 130, Year Built: 2007, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 40 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 44 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO FABIUS RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.0m (16.4ft), Skew: 1 degrees, 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: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.19m (0.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $94,000, Roadway Improvement Cost: $9,000, Total Project Cost: $140,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31952, Location: S 28 T 66 N R 13 W (Lat: 40.491644, Lng: -92.360892), Route carried "on" structure: County highway 130, Year Built: 2007, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 40 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 44 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO FABIUS RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.0m (16.4ft), Skew: 1 degrees, 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: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.19m (0.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $94,000, Roadway Improvement Cost: $9,000, Total Project Cost: $140,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 33441, Location: S 17 T 65 N R 13 W (Lat: 40.445975, Lng: -92.376967), Route carried "on" structure: State highway A, Year Built: 2011, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 455 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 569 (year 2041), Design Load: HS 20, Features Intersected: BRUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.691, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Excellent, Channel: Very good, Operating Rating: 64.8 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
Structure Number: 33441, Location: S 17 T 65 N R 13 W (Lat: 40.445975, Lng: -92.376967), Route carried "on" structure: State highway A, Year Built: 2011, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 455 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 569 (year 2041), Design Load: HS 20, Features Intersected: BRUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.691, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Excellent, Channel: Very good, Operating Rating: 64.8 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
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Structure Number: 34684, Location: S 16 T 65 N R 13 E (Lat: 40.433333, Lng: -92.356556), Route carried "on" structure: County highway 271, Year Built: 2014, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 15 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2040), Features Intersected: BRUSHY CR, Facility Carried by Structure: ROSS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 73.8 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 desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 34684, Location: S 16 T 65 N R 13 E (Lat: 40.433333, Lng: -92.356556), Route carried "on" structure: County highway 271, Year Built: 2014, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 15 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2040), Features Intersected: BRUSHY CR, Facility Carried by Structure: ROSS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 73.8 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 desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6852, Location: S 32 T 66 N R 13 W (Lat: 40.484281, Lng: -92.378050), Route carried "on" structure: State highway V, Year Built: 1961, Year Reconstructed: 2009, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 88 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 110 (year 2041), Design Load: H 15, Features Intersected: N FK MID FABIUS RV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.227, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6852, Location: S 32 T 66 N R 13 W (Lat: 40.484281, Lng: -92.378050), Route carried "on" structure: State highway V, Year Built: 1961, Year Reconstructed: 2009, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 88 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 110 (year 2041), Design Load: H 15, Features Intersected: N FK MID FABIUS RV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.227, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8602, Location: S 17 T 65 N R 13 W (Lat: 40.446550, Lng: -92.374536), Route carried "on" structure: State highway A, Year Built: 1931, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 455 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 569 (year 2041), Design Load: H 10, Features Intersected: BRUSHY CR OVRFL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.487, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 19.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $16,000, Total Project Cost: $240,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8602, Location: S 17 T 65 N R 13 W (Lat: 40.446550, Lng: -92.374536), Route carried "on" structure: State highway A, Year Built: 1931, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 455 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 569 (year 2041), Design Load: H 10, Features Intersected: BRUSHY CR OVRFL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.487, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 19.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $16,000, Total Project Cost: $240,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9529, Location: S 4 T 65 N R 13 W (Lat: 40.469533, Lng: -92.365394), Route carried "on" structure: State highway A, Year Built: 1935, Status: Posted for load, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 455 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 569 (year 2041), Design Load: H 10, Features Intersected: N FK MID FABIUS RV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.664, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 19.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.40m (1.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $456,000, Roadway Improvement Cost: $46,000, Total Project Cost: $684,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9529, Location: S 4 T 65 N R 13 W (Lat: 40.469533, Lng: -92.365394), Route carried "on" structure: State highway A, Year Built: 1935, Status: Posted for load, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 455 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 569 (year 2041), Design Load: H 10, Features Intersected: N FK MID FABIUS RV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.664, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 19.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.40m (1.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $456,000, Roadway Improvement Cost: $46,000, Total Project Cost: $684,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9813, Location: S 20 T 66 N R 13 W (Lat: 40.516428, Lng: -92.370575), Route carried "on" structure: State highway N, Year Built: 1948, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 746 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 933 (year 2041), Design Load: H 10, Features Intersected: LEWIS CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.875, 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: 3.0m (9.8ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.13m (0.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $17,000, Total Project Cost: $255,000 ( Estimate for 2022)
Structure Number: 9813, Location: S 20 T 66 N R 13 W (Lat: 40.516428, Lng: -92.370575), Route carried "on" structure: State highway N, Year Built: 1948, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 746 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 933 (year 2041), Design Load: H 10, Features Intersected: LEWIS CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.875, 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: 3.0m (9.8ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.13m (0.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $17,000, Total Project Cost: $255,000 ( Estimate for 2022)