Bridge Statistics for Hanlontown, Iowa (IA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 27Number of bridges
- 262ft / 80.2mTotal length
- 109,765Total average daily traffic
- 43,084Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Hanlontown
- No street view available for this location
- New bridges - historical statistics
- 21900-1909
- 11910-1919
- 11940-1949
- 31960-1969
- 121970-1979
- 31990-1999
- 12000-2009
- 12010-2019
- 32020-2022
- Bridge Condition - Deck
- 15.8%Excellent
- 26.3%Good
- 42.1%Satisfactory
- 15.8%Fair
- Bridge Condition - Superstructure
- 15.8%Excellent
- 26.3%Very good
- 21.1%Good
- 21.1%Satisfactory
- 10.5%Fair
- 5.3%Poor
- Bridge Condition - Substructure
- 10.5%Excellent
- 10.5%Very good
- 36.8%Good
- 5.3%Satisfactory
- 31.6%Fair
- 5.3%Critical
- Bridge Condition - Channel
- 15.8%Excellent
- 31.6%Very good
- 36.8%Good
- 15.8%Satisfactory
- Bridge Condition - Culverts
- 40.0%Excellent
- 60.0%Good
Find on map >> Show street view
Structure Number: 1927, Location: 2.9 MI. S of Jct. IA.# 9 (Lat: 43.242231, Lng: -93.348319), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 8.93m (29.30ft), Average Daily Traffic: 40 (year 2021), Average Future Daily Traffic: 40 (year 2040), Design Load: H 20, Features Intersected: I-35, Facility Carried by Structure: B-15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.821, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.2 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1927, Location: 2.9 MI. S of Jct. IA.# 9 (Lat: 43.242231, Lng: -93.348319), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 8.93m (29.30ft), Average Daily Traffic: 40 (year 2021), Average Future Daily Traffic: 40 (year 2040), Design Load: H 20, Features Intersected: I-35, Facility Carried by Structure: B-15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.821, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.2 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 1928, Location: 2.3 mi. S of Jct. IA 9 (Lat: 43.254594, Lng: -93.348781), Route carried "on" structure: Interstate 35, Year Built: 1970, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 8,850 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 8,850 (year 2040), Design Load: HS 20, Features Intersected: WINNEBAGO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 324.461, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, 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: Good, Substructure: Good, Channel: Good, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 1928, Location: 2.3 mi. S of Jct. IA 9 (Lat: 43.254594, Lng: -93.348781), Route carried "on" structure: Interstate 35, Year Built: 1970, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 8,850 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 8,850 (year 2040), Design Load: HS 20, Features Intersected: WINNEBAGO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 324.461, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, 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: Good, Substructure: Good, Channel: Good, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Find on map >> Show street view
Structure Number: 1929, Location: 2.3 MI. S OF Jct. IA 9 (Lat: 43.255300, Lng: -93.349181), Route carried "on" structure: Interstate 35, Year Built: 1971, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 8,850 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 8,850 (year 2040), Design Load: HS 20, Features Intersected: WINNEBAGO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.153, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, 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: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 1929, Location: 2.3 MI. S OF Jct. IA 9 (Lat: 43.255300, Lng: -93.349181), Route carried "on" structure: Interstate 35, Year Built: 1971, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 8,850 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 8,850 (year 2040), Design Load: HS 20, Features Intersected: WINNEBAGO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.153, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, 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: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Find on map >> Show street view
Structure Number: 54021, Location: 0.3 miles W of Jct. I-35 (Lat: 43.284503, Lng: -93.356778), Route carried "on" structure: State highway 9, Year Built: 2004, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 2,610 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 2,610 (year 2041), Design Load: HS 20, Features Intersected: WILLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 276.165, Lanes on 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: 1, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 73.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.4 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54021, Location: 0.3 miles W of Jct. I-35 (Lat: 43.284503, Lng: -93.356778), Route carried "on" structure: State highway 9, Year Built: 2004, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 2,610 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 2,610 (year 2041), Design Load: HS 20, Features Intersected: WILLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 276.165, Lanes on 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: 1, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 73.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.4 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 5403, Location: AT JCT. I-35 (Lat: 43.284481, Lng: -93.350478), Route carried "on" structure: State highway 9, Year Built: 1970, Status: Open, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 2,200 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: HS 20, Features Intersected: I-35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 276.675, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 44.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 5403, Location: AT JCT. I-35 (Lat: 43.284481, Lng: -93.350478), Route carried "on" structure: State highway 9, Year Built: 1970, Status: Open, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 2,200 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: HS 20, Features Intersected: I-35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 276.675, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 44.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Find on map >> Show street view
Structure Number: 54041, Location: 5.6 MI. W OF Jct. U.S. 65 (Lat: 43.284378, Lng: -93.321942), Route carried "on" structure: State highway 9, Year Built: 1994, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,650 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 1,650 (year 2040), Design Load: HS 20, Features Intersected: WHARAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 278.991, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 24.1m (79.1ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 47.1 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: Better than present minimum criteria, Deck Geometry: Superior 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54041, Location: 5.6 MI. W OF Jct. U.S. 65 (Lat: 43.284378, Lng: -93.321942), Route carried "on" structure: State highway 9, Year Built: 1994, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,650 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 1,650 (year 2040), Design Load: HS 20, Features Intersected: WHARAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 278.991, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 24.1m (79.1ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 47.1 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: Better than present minimum criteria, Deck Geometry: Superior 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 5422, Location: 1.1 mi. S of Jct. IA 9 (Lat: 43.268253, Lng: -93.349111), Route carried "on" structure: Interstate 35, Year Built: 1970, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 8,850 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 8,850 (year 2042), Design Load: HS 20, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 325.979, Lanes on 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: 21.0m (68.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 5422, Location: 1.1 mi. S of Jct. IA 9 (Lat: 43.268253, Lng: -93.349111), Route carried "on" structure: Interstate 35, Year Built: 1970, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 8,850 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 8,850 (year 2042), Design Load: HS 20, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 325.979, Lanes on 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: 21.0m (68.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Find on map >> Show street view
Structure Number: 5423, Location: 1.1 mi. S of Jct. IA 9 (Lat: 43.268981, Lng: -93.349550), Route carried "on" structure: Interstate 35, Year Built: 1970, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 8,850 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 8,850 (year 2042), Design Load: HS 20, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.634, Lanes on 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: 21.0m (68.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 5423, Location: 1.1 mi. S of Jct. IA 9 (Lat: 43.268981, Lng: -93.349550), Route carried "on" structure: Interstate 35, Year Built: 1970, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 8,850 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 8,850 (year 2042), Design Load: HS 20, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.634, Lanes on 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: 21.0m (68.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Find on map >> Show street view
Structure Number: 355781, Location: East of Wheelerwood Ave. (Lat: 43.328056, Lng: -93.356544), Route carried "on" structure: County highway , Year Built: 2021, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 120 (year 2021), Truck Traffic: 27%, Average Future Daily Traffic: 120 (year 2041), Design Load: HL 93, Features Intersected: STREAM, Facility Carried by Structure: A39 390TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.649, 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: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 56.4 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: 43.4 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 355781, Location: East of Wheelerwood Ave. (Lat: 43.328056, Lng: -93.356544), Route carried "on" structure: County highway , Year Built: 2021, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 120 (year 2021), Truck Traffic: 27%, Average Future Daily Traffic: 120 (year 2041), Design Load: HL 93, Features Intersected: STREAM, Facility Carried by Structure: A39 390TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.649, 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: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 56.4 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: 43.4 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 355791, Location: 098210802 (Lat: 43.318078, Lng: -93.359300), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 270 (year 2021), Truck Traffic: 36%, Average Future Daily Traffic: 270 (year 2041), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: WHEELERWOOD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.946, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: December 2021
Structure Number: 355791, Location: 098210802 (Lat: 43.318078, Lng: -93.359300), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 270 (year 2021), Truck Traffic: 36%, Average Future Daily Traffic: 270 (year 2041), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: WHEELERWOOD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.946, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: December 2021
Find on map >> Show street view
Structure Number: 3558, Location: 098211803 (Lat: 43.306381, Lng: -93.366483), Route carried "on" structure: County highway , Year Built: 1940, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 10 (year 2013), Average Future Daily Traffic: 10 (year 2041), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: 375TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.039, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.30m (20.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $136,000, Roadway Improvement Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3558, Location: 098211803 (Lat: 43.306381, Lng: -93.366483), Route carried "on" structure: County highway , Year Built: 1940, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 10 (year 2013), Average Future Daily Traffic: 10 (year 2041), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: 375TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.039, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.30m (20.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $136,000, Roadway Improvement Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 35581, Location: 098212002 (Lat: 43.294114, Lng: -93.359158), Route carried "on" structure: County highway , Year Built: 1961, Year Reconstructed: 2016, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 270 (year 2021), Truck Traffic: 36%, Average Future Daily Traffic: 270 (year 2041), Design Load: HL 93, Features Intersected: STREAM, Facility Carried by Structure: WHEELERWOOD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.282, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Fair, Channel: Very good, Operating Rating: 43.7 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: 33.7 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.50m (21.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $182,000, Roadway Improvement Cost: $36,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35581, Location: 098212002 (Lat: 43.294114, Lng: -93.359158), Route carried "on" structure: County highway , Year Built: 1961, Year Reconstructed: 2016, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 270 (year 2021), Truck Traffic: 36%, Average Future Daily Traffic: 270 (year 2041), Design Load: HL 93, Features Intersected: STREAM, Facility Carried by Structure: WHEELERWOOD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.282, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Fair, Channel: Very good, Operating Rating: 43.7 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: 33.7 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.50m (21.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $182,000, Roadway Improvement Cost: $36,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 35582, Location: 098212004 (Lat: 43.291725, Lng: -93.359178), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 270 (year 2021), Truck Traffic: 36%, Average Future Daily Traffic: 270 (year 2041), Design Load: H 20, Features Intersected: STREAM, Facility Carried by Structure: WHEELERWOOD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.019, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 62.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35582, Location: 098212004 (Lat: 43.291725, Lng: -93.359178), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 270 (year 2021), Truck Traffic: 36%, Average Future Daily Traffic: 270 (year 2041), Design Load: H 20, Features Intersected: STREAM, Facility Carried by Structure: WHEELERWOOD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.019, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 62.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 35583, Location: 098212006 (Lat: 43.288067, Lng: -93.359222), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 270 (year 2021), Truck Traffic: 36%, Average Future Daily Traffic: 270 (year 2041), Design Load: H 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: WHEELERWOOD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.611, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35583, Location: 098212006 (Lat: 43.288067, Lng: -93.359222), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 270 (year 2021), Truck Traffic: 36%, Average Future Daily Traffic: 270 (year 2041), Design Load: H 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: WHEELERWOOD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.611, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 35584, Location: 098212903 (Lat: 43.277425, Lng: -93.354303), Route carried "on" structure: County highway , Year Built: 1900, Status: Closed, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 10 (year 2013), Average Future Daily Traffic: 10 (year 2041), Features Intersected: STREAM, Facility Carried by Structure: 355TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.269, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Critical, Channel: Good, Deck Geometry: Meets minimum limits, 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: > 39.9% below), Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $134,000, Roadway Improvement Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 35584, Location: 098212903 (Lat: 43.277425, Lng: -93.354303), Route carried "on" structure: County highway , Year Built: 1900, Status: Closed, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 10 (year 2013), Average Future Daily Traffic: 10 (year 2041), Features Intersected: STREAM, Facility Carried by Structure: 355TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.269, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Critical, Channel: Good, Deck Geometry: Meets minimum limits, 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: > 39.9% below), Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $134,000, Roadway Improvement Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 355851, Location: East of Fir Ave. (Lat: 43.258825, Lng: -93.378578), Route carried "on" structure: County highway , Year Built: 2021, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 35 (year 2013), Average Future Daily Traffic: 35 (year 2041), Design Load: HL 93, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: 342ND ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.177, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 52.2 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: 40.2 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 355851, Location: East of Fir Ave. (Lat: 43.258825, Lng: -93.378578), Route carried "on" structure: County highway , Year Built: 2021, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 35 (year 2013), Average Future Daily Traffic: 35 (year 2041), Design Load: HL 93, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: 342ND ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.177, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 52.2 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: 40.2 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 355871, Location: 098213206 (Lat: 43.256544, Lng: -93.359550), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 110 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 110 (year 2041), Design Load: HS 20, Features Intersected: WINNEBAGO RIVER, Facility Carried by Structure: WHEELERWOOD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.109, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 65.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 355871, Location: 098213206 (Lat: 43.256544, Lng: -93.359550), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 110 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 110 (year 2041), Design Load: HS 20, Features Intersected: WINNEBAGO RIVER, Facility Carried by Structure: WHEELERWOOD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.109, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 65.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 35588, Location: 098213401 (Lat: 43.269867, Lng: -93.319264), Route carried "on" structure: County highway , Year Built: 1915, Status: Posted for load-capacity, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 10 (year 2021), Average Future Daily Traffic: 10 (year 2041), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: 350TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.643, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 26.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 5.50m (18.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $154,000, Roadway Improvement Cost: $31,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 35588, Location: 098213401 (Lat: 43.269867, Lng: -93.319264), Route carried "on" structure: County highway , Year Built: 1915, Status: Posted for load-capacity, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 10 (year 2021), Average Future Daily Traffic: 10 (year 2041), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: 350TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.643, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 26.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 5.50m (18.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $154,000, Roadway Improvement Cost: $31,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 355891, Location: 0.55 mi. W of Killdeer (Lat: 43.269833, Lng: -93.310933), Route carried "on" structure: County highway , Year Built: 2021, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 10 (year 2021), Average Future Daily Traffic: 10 (year 2041), Design Load: HL 93, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: 350TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.319, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 58.3 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: 45.0 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, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 355891, Location: 0.55 mi. W of Killdeer (Lat: 43.269833, Lng: -93.310933), Route carried "on" structure: County highway , Year Built: 2021, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 10 (year 2021), Average Future Daily Traffic: 10 (year 2041), Design Load: HL 93, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: 350TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.319, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 58.3 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: 45.0 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, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 35594, Location: 098222503 (Lat: 43.277314, Lng: -93.389406), Route carried "on" structure: County highway , Year Built: 1900, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 30 (year 2021), Truck Traffic: 27%, Average Future Daily Traffic: 30 (year 2041), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: 355TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.979, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, 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: 5.40m (17.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $116,000, Roadway Improvement Cost: $17,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 35594, Location: 098222503 (Lat: 43.277314, Lng: -93.389406), Route carried "on" structure: County highway , Year Built: 1900, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 30 (year 2021), Truck Traffic: 27%, Average Future Daily Traffic: 30 (year 2041), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: 355TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.979, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, 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: 5.40m (17.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $116,000, Roadway Improvement Cost: $17,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 355952, Location: .6 m S of IA 9 (Lat: 43.275881, Lng: -93.388558), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 200 (year 2013), Average Future Daily Traffic: 200 (year 2041), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: FIR AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.745, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 355952, Location: .6 m S of IA 9 (Lat: 43.275881, Lng: -93.388558), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 200 (year 2013), Average Future Daily Traffic: 200 (year 2041), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: FIR AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.745, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Find on map >> Show street view
Structure Number: 356011, Location: 098223608 (Lat: 43.257231, Lng: -93.382256), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 30 (year 2013), Average Future Daily Traffic: 30 (year 2041), Design Load: H 20, Features Intersected: WINNEBAGO RIVER, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.204, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 356011, Location: 098223608 (Lat: 43.257231, Lng: -93.382256), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 30 (year 2013), Average Future Daily Traffic: 30 (year 2041), Design Load: H 20, Features Intersected: WINNEBAGO RIVER, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.204, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 60015, Location: 3.0 MI. N OF JCT. IA #9 (Lat: 43.327969, Lng: -93.349353), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 120 (year 2021), Truck Traffic: 27%, Average Future Daily Traffic: 120 (year 2040), Design Load: H 20, Features Intersected: I-35, Facility Carried by Structure: FM RD A-39
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.232, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.3m (92.8ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 42.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 60015, Location: 3.0 MI. N OF JCT. IA #9 (Lat: 43.327969, Lng: -93.349353), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 120 (year 2021), Truck Traffic: 27%, Average Future Daily Traffic: 120 (year 2040), Design Load: H 20, Features Intersected: I-35, Facility Carried by Structure: FM RD A-39
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.232, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.3m (92.8ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 42.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 60016, Location: 3.3 MI. N OF JCT. 9 (Lat: 43.335856, Lng: -93.348614), Route carried "on" structure: Interstate 35, Year Built: 1972, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 16,400 (year 2020), Truck Traffic: 42%, Average Future Daily Traffic: 16,400 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 333.491, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 24.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 60016, Location: 3.3 MI. N OF JCT. 9 (Lat: 43.335856, Lng: -93.348614), Route carried "on" structure: Interstate 35, Year Built: 1972, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 16,400 (year 2020), Truck Traffic: 42%, Average Future Daily Traffic: 16,400 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 333.491, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 24.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Find on map >> Show street view
Structure Number: 1927, Location: 2.9 MI. S of Jct. IA.# 9 (Lat: 43.242231, Lng: -93.348319), Route carried "under" structure: Interstate 35, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 17,700 (year 2020), Truck Traffic: 39%, Features Intersected: I-35, Facility Carried by Structure: B-15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 323.076, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft)
Structure Number: 1927, Location: 2.9 MI. S of Jct. IA.# 9 (Lat: 43.242231, Lng: -93.348319), Route carried "under" structure: Interstate 35, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 17,700 (year 2020), Truck Traffic: 39%, Features Intersected: I-35, Facility Carried by Structure: B-15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 323.076, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft)
Find on map >> Show street view
Structure Number: 5403, Location: AT JCT. I-35 (Lat: 43.284481, Lng: -93.350478), Route carried "under" structure: Interstate 35, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 15,600 (year 2020), Truck Traffic: 42%, Features Intersected: I-35, Facility Carried by Structure: IA 9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 327.775, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft)
Structure Number: 5403, Location: AT JCT. I-35 (Lat: 43.284481, Lng: -93.350478), Route carried "under" structure: Interstate 35, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 15,600 (year 2020), Truck Traffic: 42%, Features Intersected: I-35, Facility Carried by Structure: IA 9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 327.775, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft)
Find on map >> Show street view
Structure Number: 60015, Location: 3.0 MI. N OF JCT. IA #9 (Lat: 43.327969, Lng: -93.349353), Route carried "under" structure: Interstate 35, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 16,400 (year 2020), Truck Traffic: 42%, Features Intersected: I-35, Facility Carried by Structure: FM RD A-39
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 332.610, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)
Structure Number: 60015, Location: 3.0 MI. N OF JCT. IA #9 (Lat: 43.327969, Lng: -93.349353), Route carried "under" structure: Interstate 35, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 16,400 (year 2020), Truck Traffic: 42%, Features Intersected: I-35, Facility Carried by Structure: FM RD A-39
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 332.610, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft)