Bridge Statistics for Novinger, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 197ft / 59.8mTotal length
- $1,291,000Total costs
- 7,520Total average daily traffic
- 937Total average daily truck traffic
- 12,601Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Novinger
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 11960-1969
- 51980-1989
- 61990-1999
- 22000-2009
- 22010-2019
- 12020-2022
- Bridge Condition - Deck
- 20.0%Excellent
- 13.3%Very good
- 46.7%Good
- 20.0%Satisfactory
- Bridge Condition - Superstructure
- 13.3%Excellent
- 6.7%Very good
- 73.3%Good
- 6.7%Fair
- Bridge Condition - Substructure
- 13.3%Excellent
- 6.7%Very good
- 46.7%Good
- 20.0%Satisfactory
- 13.3%Fair
- Bridge Condition - Channel
- 5.6%Excellent
- 22.2%Very good
- 5.6%Good
- 50.0%Satisfactory
- 16.7%Fair
- Bridge Condition - Culverts
- 33.3%Good
- 66.7%Satisfactory
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Structure Number: 12615, Location: S 6 T 63 N R 16 W (Lat: 40.292669, Lng: -92.718183), Route carried "on" structure: County highway 15, Year Built: 1994, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 30 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 33 (year 2040), Features Intersected: SHUT EYE CR, Facility Carried by Structure: MARTIN RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.989, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12615, Location: S 6 T 63 N R 16 W (Lat: 40.292669, Lng: -92.718183), Route carried "on" structure: County highway 15, Year Built: 1994, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 30 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 33 (year 2040), Features Intersected: SHUT EYE CR, Facility Carried by Structure: MARTIN RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.989, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17128, Location: S 27 T 63 N R 16 W (Lat: 40.240878, Lng: -92.674656), Route carried "on" structure: County highway 143, Year Built: 1989, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 60 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 66 (year 2040), Features Intersected: RYE CR, Facility Carried by Structure: RYE CRK RD
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: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $148,000, Roadway Improvement Cost: $15,000, Total Project Cost: $222,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17128, Location: S 27 T 63 N R 16 W (Lat: 40.240878, Lng: -92.674656), Route carried "on" structure: County highway 143, Year Built: 1989, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 60 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 66 (year 2040), Features Intersected: RYE CR, Facility Carried by Structure: RYE CRK RD
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: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $148,000, Roadway Improvement Cost: $15,000, Total Project Cost: $222,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17325, Location: S 10 T 63 N R 16 W (Lat: 40.277950, Lng: -92.685169), Route carried "on" structure: County highway 149, Year Built: 1989, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 30 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 33 (year 2040), Features Intersected: CHARITON RVR, Facility Carried by Structure: CONNELSVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Good, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 17325, Location: S 10 T 63 N R 16 W (Lat: 40.277950, Lng: -92.685169), Route carried "on" structure: County highway 149, Year Built: 1989, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 30 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 33 (year 2040), Features Intersected: CHARITON RVR, Facility Carried by Structure: CONNELSVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Good, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 17428, Location: S 11 T 63 N R 16 W (Lat: 40.270392, Lng: -92.667631), Route carried "on" structure: County highway 152, Year Built: 1990, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 55 (year 2040), Features Intersected: BRANCH, Facility Carried by Structure: MOTTER HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17428, Location: S 11 T 63 N R 16 W (Lat: 40.270392, Lng: -92.667631), Route carried "on" structure: County highway 152, Year Built: 1990, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 55 (year 2040), Features Intersected: BRANCH, Facility Carried by Structure: MOTTER HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17597, Location: S 9 T 63 N R 16 W (Lat: 40.273531, Lng: -92.689928), Route carried "on" structure: County highway 157, Year Built: 1989, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 30 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 33 (year 2040), Features Intersected: SHUT EYE CREEK, Facility Carried by Structure: CONNELSVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17597, Location: S 9 T 63 N R 16 W (Lat: 40.273531, Lng: -92.689928), Route carried "on" structure: County highway 157, Year Built: 1989, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 30 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 33 (year 2040), Features Intersected: SHUT EYE CREEK, Facility Carried by Structure: CONNELSVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17776, Location: S 17 T 63 N R 16 W (Lat: 40.268058, Lng: -92.724867), Route carried "on" structure: County highway 162, Year Built: 1999, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 10 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 11 (year 2040), Features Intersected: TRIB TO CHARITON R, Facility Carried by Structure: OWL RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 78.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17776, Location: S 17 T 63 N R 16 W (Lat: 40.268058, Lng: -92.724867), Route carried "on" structure: County highway 162, Year Built: 1999, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 10 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 11 (year 2040), Features Intersected: TRIB TO CHARITON R, Facility Carried by Structure: OWL RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 78.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17942, Location: S 24 T 63 N R 17 W (Lat: 40.252844, Lng: -92.757036), Route carried "on" structure: County highway 167, Year Built: 1995, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 40 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 44 (year 2040), Design Load: HS 20, Features Intersected: SPRING CR, Facility Carried by Structure: BURROWS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.184, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 17942, Location: S 24 T 63 N R 17 W (Lat: 40.252844, Lng: -92.757036), Route carried "on" structure: County highway 167, Year Built: 1995, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 40 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 44 (year 2040), Design Load: HS 20, Features Intersected: SPRING CR, Facility Carried by Structure: BURROWS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.184, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18593, Location: S 6 T 62 N R 16 W (Lat: 40.209356, Lng: -92.743947), Route carried "on" structure: County highway 191, Year Built: 1987, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 15 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2040), Features Intersected: BILLY CR, Facility Carried by Structure: BILLY CREEK TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
Structure Number: 18593, Location: S 6 T 62 N R 16 W (Lat: 40.209356, Lng: -92.743947), Route carried "on" structure: County highway 191, Year Built: 1987, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 15 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2040), Features Intersected: BILLY CR, Facility Carried by Structure: BILLY CREEK TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
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Structure Number: 19537, Location: S 15 T 62 N R 16 W (Lat: 40.174294, Lng: -92.679489), Route carried "on" structure: County highway 224, Year Built: 1984, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 20 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 22 (year 2040), Features Intersected: CHARITON RVR, Facility Carried by Structure: YOUNGSTOWN TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.75m (2.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $371,000, Roadway Improvement Cost: $37,000, Total Project Cost: $557,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19537, Location: S 15 T 62 N R 16 W (Lat: 40.174294, Lng: -92.679489), Route carried "on" structure: County highway 224, Year Built: 1984, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 20 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 22 (year 2040), Features Intersected: CHARITON RVR, Facility Carried by Structure: YOUNGSTOWN TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.75m (2.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $371,000, Roadway Improvement Cost: $37,000, Total Project Cost: $557,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28806, Location: S 25 T 63 N R 17 W (Lat: 40.239517, Lng: -92.745325), Route carried "on" structure: County highway 165, Year Built: 2001, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 15 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2040), Features Intersected: SPRING CR, Facility Carried by Structure: SWISHER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.0m (72.2ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.53m (1.74ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $263,000, Roadway Improvement Cost: $26,000, Total Project Cost: $394,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28806, Location: S 25 T 63 N R 17 W (Lat: 40.239517, Lng: -92.745325), Route carried "on" structure: County highway 165, Year Built: 2001, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 15 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2040), Features Intersected: SPRING CR, Facility Carried by Structure: SWISHER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.0m (72.2ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.53m (1.74ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $263,000, Roadway Improvement Cost: $26,000, Total Project Cost: $394,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 30552, Location: S 3 T 62 N R 16 W (Lat: 40.201111, Lng: -92.669167), Route carried "on" structure: County highway 153, Year Built: 2004, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 30 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 33 (year 2040), Features Intersected: BRANCH, Facility Carried by Structure: 1ST SETTLEMENT TRL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), 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: Very good, Inventory Rating: 72.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 30552, Location: S 3 T 62 N R 16 W (Lat: 40.201111, Lng: -92.669167), Route carried "on" structure: County highway 153, Year Built: 2004, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 30 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 33 (year 2040), Features Intersected: BRANCH, Facility Carried by Structure: 1ST SETTLEMENT TRL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), 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: Very good, Inventory Rating: 72.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 34244, Location: S 24 T 63 N R 17 W (Lat: 40.241917, Lng: -92.744889), Route carried "on" structure: County highway 165, Year Built: 2011, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 15 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2040), Features Intersected: DRAINAGE DTCH, Facility Carried by Structure: SWISHER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Excellent, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.16m (0.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $78,000, Roadway Improvement Cost: $8,000, Total Project Cost: $118,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 34244, Location: S 24 T 63 N R 17 W (Lat: 40.241917, Lng: -92.744889), Route carried "on" structure: County highway 165, Year Built: 2011, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 15 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 17 (year 2040), Features Intersected: DRAINAGE DTCH, Facility Carried by Structure: SWISHER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Excellent, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.16m (0.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $78,000, Roadway Improvement Cost: $8,000, Total Project Cost: $118,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 34297, Location: S 35 T 63 N R 17 W (Lat: 40.218000, Lng: -92.764028), Route carried "on" structure: County highway 176, Year Built: 2013, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 10 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 11 (year 2040), Design Load: HS 20+Mod, Features Intersected: BILLY CR, Facility Carried by Structure: CAMPBELL CEMETERY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 34297, Location: S 35 T 63 N R 17 W (Lat: 40.218000, Lng: -92.764028), Route carried "on" structure: County highway 176, Year Built: 2013, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 10 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 11 (year 2040), Design Load: HS 20+Mod, Features Intersected: BILLY CR, Facility Carried by Structure: CAMPBELL CEMETERY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 36536, Location: S 9 T 63 N R 16 W (Lat: 40.281611, Lng: -92.700289), Route carried "on" structure: State highway 149, Year Built: 2021, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 417 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 521 (year 2041), Features Intersected: SHUTEYE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.855, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 36536, Location: S 9 T 63 N R 16 W (Lat: 40.281611, Lng: -92.700289), Route carried "on" structure: State highway 149, Year Built: 2021, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 417 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 521 (year 2041), Features Intersected: SHUTEYE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.855, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3879, Location: S 29 T 63 N R 16 W (Lat: 40.227794, Lng: -92.715633), Route carried "on" structure: State highway 6, Year Built: 1991, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 3,253 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 5,693 (year 2041), Design Load: HS 20, Features Intersected: SPRING CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 214.206, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 71.1 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: 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Internally Sealed
Structure Number: 3879, Location: S 29 T 63 N R 16 W (Lat: 40.227794, Lng: -92.715633), Route carried "on" structure: State highway 6, Year Built: 1991, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 3,253 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 5,693 (year 2041), Design Load: HS 20, Features Intersected: SPRING CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 214.206, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 71.1 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: 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: December 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: 388, Location: S 29 T 63 N R 16 W (Lat: 40.228139, Lng: -92.711675), Route carried "on" structure: State highway 6, Year Built: 1991, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,253 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 5,693 (year 2041), Design Load: HS 20, Features Intersected: DAVIS CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 214.573, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Inventory Rating: 80.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 388, Location: S 29 T 63 N R 16 W (Lat: 40.228139, Lng: -92.711675), Route carried "on" structure: State highway 6, Year Built: 1991, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,253 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 5,693 (year 2041), Design Load: HS 20, Features Intersected: DAVIS CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 214.573, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Inventory Rating: 80.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 7507, Location: S 29 T 63 N R 16 W (Lat: 40.231797, Lng: -92.710544), Route carried "on" structure: State highway O, Year Built: 1951, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 141 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 176 (year 2041), Design Load: H 10, Features Intersected: DAVIS CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.883, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: December 2021
Structure Number: 7507, Location: S 29 T 63 N R 16 W (Lat: 40.231797, Lng: -92.710544), Route carried "on" structure: State highway O, Year Built: 1951, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 141 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 176 (year 2041), Design Load: H 10, Features Intersected: DAVIS CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.883, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: December 2021
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Structure Number: 8073, Location: S 7 T 62 N R 16 W (Lat: 40.190122, Lng: -92.723761), Route carried "on" structure: State highway DD, Year Built: 1961, Status: Posted for load, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 101 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 126 (year 2041), Design Load: H 15, Features Intersected: BILLYS CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.332, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.0m (49.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 23.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 8073, Location: S 7 T 62 N R 16 W (Lat: 40.190122, Lng: -92.723761), Route carried "on" structure: State highway DD, Year Built: 1961, Status: Posted for load, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 101 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 126 (year 2041), Design Load: H 15, Features Intersected: BILLYS CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.332, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.0m (49.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 23.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay