Bridge Statistics for Villisca, Iowa (IA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 325ft / 99.0mTotal length
- 14,635Total average daily traffic
- 2,608Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Villisca
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11920-1929
- 11930-1939
- 11950-1959
- 61960-1969
- 51970-1979
- 21980-1989
- 11990-1999
- 42010-2019
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 01950-1959
- 01960-1969
- 01970-1979
- 01980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 11.1%Very good
- 22.2%Good
- 16.7%Satisfactory
- 27.8%Fair
- 5.6%Poor
- 16.7%Serious
- Bridge Condition - Superstructure
- 11.1%Very good
- 22.2%Good
- 27.8%Satisfactory
- 16.7%Fair
- 22.2%Poor
- Bridge Condition - Substructure
- 16.7%Very good
- 11.1%Good
- 16.7%Satisfactory
- 33.3%Fair
- 5.6%Poor
- 16.7%Serious
- Bridge Condition - Channel
- 35.3%Very good
- 17.6%Good
- 23.5%Satisfactory
- 23.5%Fair
- Bridge Condition - Culverts
- 33.3%Excellent
- 33.3%Very good
- 33.3%Satisfactory
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Structure Number: 1152, Location: 071362601 (Lat: 40.929583, Lng: -94.964542), Route carried "on" structure: City street , Year Built: 1939, Year Reconstructed: 1948, Status: Posted for load, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 440 (year 2016), Average Future Daily Traffic: 440 (year 2040), Design Load: H 15, Features Intersected: MIDDLE NODAWAY, Facility Carried by Structure: THIRD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.310, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Serious, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 18.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.8 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: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 27.20m (89.24ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $740,000, Roadway Improvement Cost: $74,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1152, Location: 071362601 (Lat: 40.929583, Lng: -94.964542), Route carried "on" structure: City street , Year Built: 1939, Year Reconstructed: 1948, Status: Posted for load, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 440 (year 2016), Average Future Daily Traffic: 440 (year 2040), Design Load: H 15, Features Intersected: MIDDLE NODAWAY, Facility Carried by Structure: THIRD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.310, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Serious, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 18.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.8 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: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 27.20m (89.24ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $740,000, Roadway Improvement Cost: $74,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 11525, Location: 071362702 (Lat: 40.927108, Lng: -94.985489), Route carried "on" structure: City street , Year Built: 1929, Status: Posted for load, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 1,260 (year 2016), Average Future Daily Traffic: 1,260 (year 2041), Design Load: H 15, Features Intersected: BNSF RR, Facility Carried by Structure: OLD US 71
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.513, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Serious, Superstructure: Poor, Substructure: Serious, Operating Rating: 12.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 22.60m (74.15ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $610,000, Roadway Improvement Cost: $61,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 11525, Location: 071362702 (Lat: 40.927108, Lng: -94.985489), Route carried "on" structure: City street , Year Built: 1929, Status: Posted for load, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 1,260 (year 2016), Average Future Daily Traffic: 1,260 (year 2041), Design Load: H 15, Features Intersected: BNSF RR, Facility Carried by Structure: OLD US 71
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.513, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Serious, Superstructure: Poor, Substructure: Serious, Operating Rating: 12.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 22.60m (74.15ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $610,000, Roadway Improvement Cost: $61,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3757, Location: 0.3 MI. W OF JCT. US 71 (Lat: 40.979625, Lng: -94.991103), Route carried "on" structure: US 34, Year Built: 1964, Status: Open, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 1,195 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,195 (year 2041), Design Load: HS 20, Features Intersected: WEST NODAWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.021, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 3757, Location: 0.3 MI. W OF JCT. US 71 (Lat: 40.979625, Lng: -94.991103), Route carried "on" structure: US 34, Year Built: 1964, Status: Open, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 1,195 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,195 (year 2041), Design Load: HS 20, Features Intersected: WEST NODAWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.021, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 37573, Location: 0.3 MI. W OF JCT. US 71 (Lat: 40.979733, Lng: -94.990067), Route carried "on" structure: US 34, Year Built: 1970, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 1,195 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,195 (year 2041), Design Load: HS 20, Features Intersected: WEST NODAWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 354.489, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 37573, Location: 0.3 MI. W OF JCT. US 71 (Lat: 40.979733, Lng: -94.990067), Route carried "on" structure: US 34, Year Built: 1970, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 1,195 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,195 (year 2041), Design Load: HS 20, Features Intersected: WEST NODAWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 354.489, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 37575, Location: AT JCT. OF US 34 (Lat: 40.978567, Lng: -94.985322), Route carried "on" structure: US 71, Year Built: 1971, Status: Open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 1,840 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 1,840 (year 2041), Design Load: HS 20, Features Intersected: US 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.501, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 82.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.5 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 37575, Location: AT JCT. OF US 34 (Lat: 40.978567, Lng: -94.985322), Route carried "on" structure: US 71, Year Built: 1971, Status: Open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 1,840 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 1,840 (year 2041), Design Load: HS 20, Features Intersected: US 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.501, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 82.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.5 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 3758, Location: 3.0 MI. E JCT. US 71 (Lat: 40.980281, Lng: -94.940219), Route carried "on" structure: US 34, Year Built: 1964, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 2,020 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 2,020 (year 2041), Design Load: HS 20, Features Intersected: MIDDLE NODAWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.332, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Other Special Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 3758, Location: 3.0 MI. E JCT. US 71 (Lat: 40.980281, Lng: -94.940219), Route carried "on" structure: US 34, Year Built: 1964, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 2,020 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 2,020 (year 2041), Design Load: HS 20, Features Intersected: MIDDLE NODAWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.332, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Other Special Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 37601, Location: 2.2 MI. S OF SR H-46 (Lat: 40.908989, Lng: -94.986036), Route carried "on" structure: US 71, Year Built: 1972, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 1,880 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,880 (year 2041), Design Load: HS 20, Features Intersected: MIDDLE NODAWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.743, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 37601, Location: 2.2 MI. S OF SR H-46 (Lat: 40.908989, Lng: -94.986036), Route carried "on" structure: US 71, Year Built: 1972, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 1,880 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,880 (year 2041), Design Load: HS 20, Features Intersected: MIDDLE NODAWAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.743, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 37621, Location: 0.9 MI. South OF SR N-46 (Lat: 40.927661, Lng: -94.987711), Route carried "on" structure: US 71, Year Built: 1972, Status: Open, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 1,490 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 1,490 (year 2042), Design Load: HS 20, Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.830, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present desirable 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, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 37621, Location: 0.9 MI. South OF SR N-46 (Lat: 40.927661, Lng: -94.987711), Route carried "on" structure: US 71, Year Built: 1972, Status: Open, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 1,490 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 1,490 (year 2042), Design Load: HS 20, Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.830, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present desirable 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, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 254162, Location: 071360406 (Lat: 40.977317, Lng: -95.004381), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 40 (year 2016), Average Future Daily Traffic: 40 (year 2040), Design Load: HS 20, Features Intersected: TRIB W NODAWAY RIVER, Facility Carried by Structure: SR N18 (T AVE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.324, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020
Structure Number: 254162, Location: 071360406 (Lat: 40.977317, Lng: -95.004381), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 40 (year 2016), Average Future Daily Traffic: 40 (year 2040), Design Load: HS 20, Features Intersected: TRIB W NODAWAY RIVER, Facility Carried by Structure: SR N18 (T AVE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.324, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020
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Structure Number: 25419, Location: 071361206 (Lat: 40.969025, Lng: -94.937650), Route carried "on" structure: County highway , Year Built: 1961, Year Reconstructed: 2014, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 25 (year 2016), Average Future Daily Traffic: 25 (year 2041), Design Load: H 15, Features Intersected: NODAWAY TRIB, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.034, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Channel: Good, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 5.10m (16.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $110,000, Roadway Improvement Cost: $11,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 25419, Location: 071361206 (Lat: 40.969025, Lng: -94.937650), Route carried "on" structure: County highway , Year Built: 1961, Year Reconstructed: 2014, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 25 (year 2016), Average Future Daily Traffic: 25 (year 2041), Design Load: H 15, Features Intersected: NODAWAY TRIB, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.034, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Channel: Good, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 5.10m (16.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $110,000, Roadway Improvement Cost: $11,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2542, Location: 071361405 (Lat: 40.955000, Lng: -94.961481), Route carried "on" structure: County highway , Year Built: 1952, Status: Posted for load, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 100 (year 2016), Average Future Daily Traffic: 100 (year 2040), Features Intersected: M NODAWAY RIVER, Facility Carried by Structure: LOCAL RD
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 1.213, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.3 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 17.60m (57.74ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Critical Feature Inspection Date: July 2020, Bridge Improvement Cost: $380,000, Roadway Improvement Cost: $38,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 2542, Location: 071361405 (Lat: 40.955000, Lng: -94.961481), Route carried "on" structure: County highway , Year Built: 1952, Status: Posted for load, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 100 (year 2016), Average Future Daily Traffic: 100 (year 2040), Features Intersected: M NODAWAY RIVER, Facility Carried by Structure: LOCAL RD
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 1.213, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.3 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 17.60m (57.74ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Critical Feature Inspection Date: July 2020, Bridge Improvement Cost: $380,000, Roadway Improvement Cost: $38,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 25421, Location: 071361804 (Lat: 40.956342, Lng: -95.038128), Route carried "on" structure: County highway , Year Built: 1913, Status: Posted for load, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 15 (year 2016), Average Future Daily Traffic: 15 (year 2041), Features Intersected: BNSF RR, Facility Carried by Structure: REDWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.547, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Serious, Superstructure: Poor, Substructure: Serious, Operating Rating: 26.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 17.60m (57.74ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $380,000, Roadway Improvement Cost: $38,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 25421, Location: 071361804 (Lat: 40.956342, Lng: -95.038128), Route carried "on" structure: County highway , Year Built: 1913, Status: Posted for load, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 15 (year 2016), Average Future Daily Traffic: 15 (year 2041), Features Intersected: BNSF RR, Facility Carried by Structure: REDWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.547, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Serious, Superstructure: Poor, Substructure: Serious, Operating Rating: 26.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 17.60m (57.74ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $380,000, Roadway Improvement Cost: $38,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 254231, Location: 071362102 (Lat: 40.943633, Lng: -95.004475), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 80 (year 2016), Average Future Daily Traffic: 80 (year 2041), Design Load: HS 20, Features Intersected: TRIBUTARY TO NODAWAY, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.583, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 46.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 254231, Location: 071362102 (Lat: 40.943633, Lng: -95.004475), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 80 (year 2016), Average Future Daily Traffic: 80 (year 2041), Design Load: HS 20, Features Intersected: TRIBUTARY TO NODAWAY, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.583, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 46.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 254251, Location: 071362104 (Lat: 40.933250, Lng: -95.004519), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 60 (year 2016), Average Future Daily Traffic: 60 (year 2040), Design Load: HS 20, Features Intersected: NODAWAY RIVER, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.423, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 48.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 254251, Location: 071362104 (Lat: 40.933250, Lng: -95.004519), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 60 (year 2016), Average Future Daily Traffic: 60 (year 2040), Design Load: HS 20, Features Intersected: NODAWAY RIVER, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.423, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 48.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 254331, Location: 071362803 (Lat: 40.922497, Lng: -94.995436), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 300 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 300 (year 2040), Design Load: HL 93, Features Intersected: WEST NODAWAY, Facility Carried by Structure: H54 265TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.514, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 41.8m (137.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 254331, Location: 071362803 (Lat: 40.922497, Lng: -94.995436), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 300 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 300 (year 2040), Design Load: HL 93, Features Intersected: WEST NODAWAY, Facility Carried by Structure: H54 265TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.514, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 41.8m (137.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 25436, Location: 071363302 (Lat: 40.915144, Lng: -95.004656), Route carried "on" structure: County highway , Year Built: 1961, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 120 (year 2016), Average Future Daily Traffic: 120 (year 2041), Design Load: H 15, Features Intersected: DRAINAGE, Facility Carried by Structure: T AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.622, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Serious, Channel: Satisfactory, Operating Rating: 4.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $93,000, Roadway Improvement Cost: $9,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 25436, Location: 071363302 (Lat: 40.915144, Lng: -95.004656), Route carried "on" structure: County highway , Year Built: 1961, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 120 (year 2016), Average Future Daily Traffic: 120 (year 2041), Design Load: H 15, Features Intersected: DRAINAGE, Facility Carried by Structure: T AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.622, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Serious, Channel: Satisfactory, Operating Rating: 4.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $93,000, Roadway Improvement Cost: $9,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 25452, Location: 071372504 (Lat: 40.918078, Lng: -95.061003), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 50 (year 2016), Average Future Daily Traffic: 50 (year 2040), Design Load: H 20, Features Intersected: EAST TARKIO CREEK, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.910, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.30m (33.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 25452, Location: 071372504 (Lat: 40.918078, Lng: -95.061003), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 50 (year 2016), Average Future Daily Traffic: 50 (year 2040), Design Load: H 20, Features Intersected: EAST TARKIO CREEK, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.910, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.30m (33.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 267521, Location: 070360502 (Lat: 40.898914, Lng: -95.023778), Route carried "on" structure: County highway , Year Built: 1984, Status: Posted for load, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 20 (year 2016), Average Future Daily Traffic: 20 (year 2040), Design Load: H 15, Features Intersected: STREAM, Facility Carried by Structure: S AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.406, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 13.00m (42.65ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $25,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 267521, Location: 070360502 (Lat: 40.898914, Lng: -95.023778), Route carried "on" structure: County highway , Year Built: 1984, Status: Posted for load, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 20 (year 2016), Average Future Daily Traffic: 20 (year 2040), Design Load: H 15, Features Intersected: STREAM, Facility Carried by Structure: S AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.406, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 13.00m (42.65ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $25,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 267541, Location: 070360503 (Lat: 40.897044, Lng: -95.021631), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 50 (year 2016), Average Future Daily Traffic: 50 (year 2039), Design Load: HL 93, Features Intersected: STREAM, Facility Carried by Structure: J14 102ND ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.712, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 82.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 63.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019
Structure Number: 267541, Location: 070360503 (Lat: 40.897044, Lng: -95.021631), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 50 (year 2016), Average Future Daily Traffic: 50 (year 2039), Design Load: HL 93, Features Intersected: STREAM, Facility Carried by Structure: J14 102ND ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.712, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 82.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 63.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2019
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Structure Number: 26755, Location: 070360504 (Lat: 40.895506, Lng: -95.016772), Route carried "on" structure: County highway , Year Built: 1961, Status: Posted for load, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 45 (year 2016), Average Future Daily Traffic: 45 (year 2040), Features Intersected: STREAM, Facility Carried by Structure: SYCAMORE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.488, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 12.50m (41.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $25,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 26755, Location: 070360504 (Lat: 40.895506, Lng: -95.016772), Route carried "on" structure: County highway , Year Built: 1961, Status: Posted for load, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 45 (year 2016), Average Future Daily Traffic: 45 (year 2040), Features Intersected: STREAM, Facility Carried by Structure: SYCAMORE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.488, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 12.50m (41.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $25,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 36295, Location: 070361102 (Lat: 40.880928, Lng: -94.966581), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 20 (year 2016), Average Future Daily Traffic: 20 (year 2040), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: V AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.398, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, 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, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: 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: November 2020
Structure Number: 36295, Location: 070361102 (Lat: 40.880928, Lng: -94.966581), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 20 (year 2016), Average Future Daily Traffic: 20 (year 2040), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: V AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.398, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, 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, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: 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: November 2020
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Structure Number: 37575, Location: AT JCT. OF US 34 (Lat: 40.978567, Lng: -94.985322), Route carried "under" structure: US 34, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 2,390 (year 2020), Truck Traffic: 20%, Features Intersected: US 34, Facility Carried by Structure: US 71
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.505, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.6m (97.1ft)
Structure Number: 37575, Location: AT JCT. OF US 34 (Lat: 40.978567, Lng: -94.985322), Route carried "under" structure: US 34, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 2,390 (year 2020), Truck Traffic: 20%, Features Intersected: US 34, Facility Carried by Structure: US 71
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.505, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.6m (97.1ft)