Bridge Statistics for Coulter, Iowa (IA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 177ft / 54.4mTotal length
- 71,671Total average daily traffic
- 21,942Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Coulter
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 11960-1969
- 141970-1979
- 12000-2009
- 42010-2019
- Reconstructed bridges - Historical Statistics
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 55.6%Good
- 22.2%Satisfactory
- 22.2%Fair
- Bridge Condition - Superstructure
- 22.2%Good
- 66.7%Satisfactory
- 11.1%Fair
- Bridge Condition - Substructure
- 55.6%Good
- 44.4%Satisfactory
- Bridge Condition - Channel
- 9.1%Excellent
- 45.5%Very good
- 18.2%Good
- 27.3%Satisfactory
- Bridge Condition - Culverts
- 62.5%Very good
- 12.5%Good
- 25.0%Satisfactory
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Structure Number: 157071, Location: 0.5 mi E of Heather Ave (Lat: 42.716922, Lng: -93.351500), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 45 (year 2013), Average Future Daily Traffic: 45 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE DITCH #3, Facility Carried by Structure: 130TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.072, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 88.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than 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: June 2020
Structure Number: 157071, Location: 0.5 mi E of Heather Ave (Lat: 42.716922, Lng: -93.351500), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 45 (year 2013), Average Future Daily Traffic: 45 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE DITCH #3, Facility Carried by Structure: 130TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.072, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 88.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than 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: June 2020
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Structure Number: 157081, Location: 1400 feet north of 120th (Lat: 42.706225, Lng: -93.340650), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 20 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE DITCH #3, Facility Carried by Structure: INDIGO AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.041, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 46.2 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 157081, Location: 1400 feet north of 120th (Lat: 42.706225, Lng: -93.340650), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 20 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE DITCH #3, Facility Carried by Structure: INDIGO AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.041, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 46.2 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 157091, Location: 1/2 south of 130th St. (Lat: 42.707411, Lng: -93.340644), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 20 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE DITCH #3, Facility Carried by Structure: INDIGO AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.173, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 86.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than 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: June 2020
Structure Number: 157091, Location: 1/2 south of 130th St. (Lat: 42.707411, Lng: -93.340644), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 20 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE DITCH #3, Facility Carried by Structure: INDIGO AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.173, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 86.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than 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: June 2020
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Structure Number: 15711, Location: 091211602 (Lat: 42.694644, Lng: -93.340611), Route carried "on" structure: County highway , Year Built: 1959, Year Reconstructed: 2017, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 20 (year 2040), Design Load: H 15, Features Intersected: MAYNES CR, Facility Carried by Structure: INDIGO AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.755, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.50m (24.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $186,000, Roadway Improvement Cost: $24,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 15711, Location: 091211602 (Lat: 42.694644, Lng: -93.340611), Route carried "on" structure: County highway , Year Built: 1959, Year Reconstructed: 2017, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 20 (year 2040), Design Load: H 15, Features Intersected: MAYNES CR, Facility Carried by Structure: INDIGO AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.755, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.50m (24.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $186,000, Roadway Improvement Cost: $24,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 157121, Location: On 120th East of Indigo (Lat: 42.702317, Lng: -93.343517), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 40 (year 2013), Average Future Daily Traffic: 40 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE DITCH #3, Facility Carried by Structure: 120TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.384, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 86.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 157121, Location: On 120th East of Indigo (Lat: 42.702317, Lng: -93.343517), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 40 (year 2013), Average Future Daily Traffic: 40 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE DITCH #3, Facility Carried by Structure: 120TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.384, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 86.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 157131, Location: 091212101 (Lat: 42.687756, Lng: -93.337317), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 90 (year 2021), Average Future Daily Traffic: 90 (year 2041), Design Load: H 20, Features Intersected: MAYNES CREEK, Facility Carried by Structure: FM 110TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.131, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 52.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.0 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: 7.50m (24.61ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021, Bridge Improvement Cost: $175,000, Roadway Improvement Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 157131, Location: 091212101 (Lat: 42.687756, Lng: -93.337317), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 90 (year 2021), Average Future Daily Traffic: 90 (year 2041), Design Load: H 20, Features Intersected: MAYNES CREEK, Facility Carried by Structure: FM 110TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.131, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 52.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.0 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: 7.50m (24.61ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021, Bridge Improvement Cost: $175,000, Roadway Improvement Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 15716, Location: 091212202 (Lat: 42.676153, Lng: -93.320761), Route carried "on" structure: County highway , Year Built: 1960, Year Reconstructed: 2011, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 35 (year 2021), Average Future Daily Traffic: 35 (year 2041), Design Load: H 15, Features Intersected: MAYNES CREEK, Facility Carried by Structure: FM JONQUIL AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.688, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 37.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 12.50m (41.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $25,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 15716, Location: 091212202 (Lat: 42.676153, Lng: -93.320761), Route carried "on" structure: County highway , Year Built: 1960, Year Reconstructed: 2011, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 35 (year 2021), Average Future Daily Traffic: 35 (year 2041), Design Load: H 15, Features Intersected: MAYNES CREEK, Facility Carried by Structure: FM JONQUIL AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.688, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 37.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 12.50m (41.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $200,000, 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: 366305, Location: 092222603 (Lat: 42.747606, Lng: -93.400378), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 60 (year 2013), Average Future Daily Traffic: 60 (year 2040), Design Load: HS 20, Features Intersected: WATERWAY, Facility Carried by Structure: FINCH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.678, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 366305, Location: 092222603 (Lat: 42.747606, Lng: -93.400378), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 60 (year 2013), Average Future Daily Traffic: 60 (year 2040), Design Load: HS 20, Features Intersected: WATERWAY, Facility Carried by Structure: FINCH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.678, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 60238, Location: 2.3 mi. S of Jct. IA 3 (Lat: 42.716889, Lng: -93.424475), Route carried "on" structure: Interstate 35, Year Built: 1973, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 6,950 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 6,950 (year 2040), Design Load: HS 20, Features Intersected: 130TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 262.721, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 60238, Location: 2.3 mi. S of Jct. IA 3 (Lat: 42.716889, Lng: -93.424475), Route carried "on" structure: Interstate 35, Year Built: 1973, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 6,950 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 6,950 (year 2040), Design Load: HS 20, Features Intersected: 130TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 262.721, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 60239, Location: 2.3 mi. S of Jct. IA 3 (Lat: 42.717319, Lng: -93.424583), Route carried "on" structure: Interstate 35, Year Built: 1973, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 6,950 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 6,950 (year 2040), Design Load: HS 20, Features Intersected: 130TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 88.919, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 60239, Location: 2.3 mi. S of Jct. IA 3 (Lat: 42.717319, Lng: -93.424583), Route carried "on" structure: Interstate 35, Year Built: 1973, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 6,950 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 6,950 (year 2040), Design Load: HS 20, Features Intersected: 130TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 88.919, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 6024, Location: 0.5 mi. S of Jct. IA 3 (Lat: 42.737947, Lng: -93.405322), Route carried "on" structure: Interstate 35, Year Built: 1973, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 6,950 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 6,950 (year 2040), Design Load: HS 20, Features Intersected: FINK CATTLE PASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 265.545, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.3 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 6024, Location: 0.5 mi. S of Jct. IA 3 (Lat: 42.737947, Lng: -93.405322), Route carried "on" structure: Interstate 35, Year Built: 1973, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 6,950 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 6,950 (year 2040), Design Load: HS 20, Features Intersected: FINK CATTLE PASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 265.545, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.3 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 60241, Location: 0.5 mi. S of Jct. IA 3 (Lat: 42.738522, Lng: -93.405172), Route carried "on" structure: Interstate 35, Year Built: 1973, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 6,950 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 6,950 (year 2040), Design Load: HS 20, Features Intersected: FINK CATTLE PASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.069, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.4 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, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 60241, Location: 0.5 mi. S of Jct. IA 3 (Lat: 42.738522, Lng: -93.405172), Route carried "on" structure: Interstate 35, Year Built: 1973, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 6,950 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 6,950 (year 2040), Design Load: HS 20, Features Intersected: FINK CATTLE PASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.069, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.4 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, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 602465, Location: 3.7 MI. S OF JCT. IA 3 (Lat: 42.699103, Lng: -93.437703), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 10.24m (33.60ft), Average Daily Traffic: 25 (year 2021), Average Future Daily Traffic: 25 (year 2041), Design Load: H 20, Features Intersected: I-35, Facility Carried by Structure: FM RD S 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.291, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 40.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 602465, Location: 3.7 MI. S OF JCT. IA 3 (Lat: 42.699103, Lng: -93.437703), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 10.24m (33.60ft), Average Daily Traffic: 25 (year 2021), Average Future Daily Traffic: 25 (year 2041), Design Load: H 20, Features Intersected: I-35, Facility Carried by Structure: FM RD S 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.291, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 40.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 602475, Location: AT JCT. I-35 (Lat: 42.745475, Lng: -93.397831), Route carried "on" structure: State highway 3, Year Built: 1974, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 2,660 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 2,660 (year 2040), Design Load: HS 20, Features Intersected: I-35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 277.226, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 60.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 602475, Location: AT JCT. I-35 (Lat: 42.745475, Lng: -93.397831), Route carried "on" structure: State highway 3, Year Built: 1974, Status: Open, Structure Length: 10.67m (35.01ft), Average Daily Traffic: 2,660 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 2,660 (year 2040), Design Load: HS 20, Features Intersected: I-35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 277.226, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 60.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 602495, Location: 0.1 MILES NORTH OF JCT. 3 (Lat: 42.746978, Lng: -93.398619), Route carried "on" structure: Ramp Interstate 35, Year Built: 1974, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 550 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 550 (year 2041), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.583, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 41.5 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: 32.1 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: Equal to 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: July 2021
Structure Number: 602495, Location: 0.1 MILES NORTH OF JCT. 3 (Lat: 42.746978, Lng: -93.398619), Route carried "on" structure: Ramp Interstate 35, Year Built: 1974, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 550 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 550 (year 2041), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.583, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 41.5 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: 32.1 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: Equal to 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: July 2021
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Structure Number: 602505, Location: 0.1 mi. N of Jct. IA #3 (Lat: 42.746172, Lng: -93.396536), Route carried "on" structure: Interstate 35, Year Built: 1974, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 12,900 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 12,900 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 266.710, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 21 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: Good, Culverts: Satisfactory, Operating Rating: 65.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 602505, Location: 0.1 mi. N of Jct. IA #3 (Lat: 42.746172, Lng: -93.396536), Route carried "on" structure: Interstate 35, Year Built: 1974, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 12,900 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 12,900 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 266.710, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 21 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: Good, Culverts: Satisfactory, Operating Rating: 65.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 70046, Location: 0.1 mi. N of Jct. Iowa 3 (Lat: 42.746447, Lng: -93.394878), Route carried "on" structure: Ramp Interstate 35, Year Built: 2006, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 590 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 590 (year 2041), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.111, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 54.5 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 70046, Location: 0.1 mi. N of Jct. Iowa 3 (Lat: 42.746447, Lng: -93.394878), Route carried "on" structure: Ramp Interstate 35, Year Built: 2006, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 590 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 590 (year 2041), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.111, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 54.5 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 60238, Location: 2.3 mi. S of Jct. IA 3 (Lat: 42.716889, Lng: -93.424475), Route carried "under" structure: County highway , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 8 (year 2021), Features Intersected: 130TH ST, Facility Carried by Structure: I 35 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.103, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.4m (57.1ft)
Structure Number: 60238, Location: 2.3 mi. S of Jct. IA 3 (Lat: 42.716889, Lng: -93.424475), Route carried "under" structure: County highway , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 8 (year 2021), Features Intersected: 130TH ST, Facility Carried by Structure: I 35 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.103, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.4m (57.1ft)
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Structure Number: 60239, Location: 2.3 mi. S of Jct. IA 3 (Lat: 42.717319, Lng: -93.424583), Route carried "under" structure: County highway , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 8 (year 2021), Features Intersected: 130TH ST, Facility Carried by Structure: SB I-35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.066, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.4m (57.1ft)
Structure Number: 60239, Location: 2.3 mi. S of Jct. IA 3 (Lat: 42.717319, Lng: -93.424583), Route carried "under" structure: County highway , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 8 (year 2021), Features Intersected: 130TH ST, Facility Carried by Structure: SB I-35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.066, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.4m (57.1ft)
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Structure Number: 602465, Location: 3.7 MI. S OF JCT. IA 3 (Lat: 42.699103, Lng: -93.437703), Route carried "under" structure: Interstate 35, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 13,900 (year 2020), Truck Traffic: 31%, Features Intersected: I-35, Facility Carried by Structure: FM RD S 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 260.476, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
Structure Number: 602465, Location: 3.7 MI. S OF JCT. IA 3 (Lat: 42.699103, Lng: -93.437703), Route carried "under" structure: Interstate 35, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 13,900 (year 2020), Truck Traffic: 31%, Features Intersected: I-35, Facility Carried by Structure: FM RD S 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 260.476, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
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Structure Number: 602475, Location: AT JCT. I-35 (Lat: 42.745475, Lng: -93.397831), Route carried "under" structure: Interstate 35, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 12,900 (year 2020), Truck Traffic: 32%, Features Intersected: I-35, Facility Carried by Structure: IA 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 266.604, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
Structure Number: 602475, Location: AT JCT. I-35 (Lat: 42.745475, Lng: -93.397831), Route carried "under" structure: Interstate 35, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 12,900 (year 2020), Truck Traffic: 32%, Features Intersected: I-35, Facility Carried by Structure: IA 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 266.604, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)