Bridge Statistics for Washburn, Iowa (IA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 26Number of bridges
- 200ft / 61.3mTotal length
- 29,580Total average daily traffic
- 1,616Total average daily truck traffic
- 29,580Total future (year 2038) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Washburn
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11940-1949
- 31950-1959
- 31960-1969
- 11970-1979
- 41980-1989
- 31990-1999
- 62000-2009
- 32010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 43.5%Very good
- 39.1%Good
- 17.4%Satisfactory
- Bridge Condition - Superstructure
- 43.5%Very good
- 47.8%Good
- 8.7%Satisfactory
- Bridge Condition - Substructure
- 52.2%Very good
- 26.1%Good
- 17.4%Satisfactory
- 4.3%Fair
- Bridge Condition - Channel
- 3.8%Excellent
- 46.2%Very good
- 42.3%Good
- 7.7%Satisfactory
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Satisfactory
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Structure Number: 1481, Location: 2.1 MI. S OF S.R. D38 (Lat: 42.387469, Lng: -92.247644), Route carried "on" structure: US 218, Year Built: 1952, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 3,400 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 3,400 (year 2041), Design Load: H 20, Features Intersected: MILLERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 276.009, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 1481, Location: 2.1 MI. S OF S.R. D38 (Lat: 42.387469, Lng: -92.247644), Route carried "on" structure: US 218, Year Built: 1952, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 3,400 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 3,400 (year 2041), Design Load: H 20, Features Intersected: MILLERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 276.009, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 1482, Location: 0.5 mi. S of Jct. SR D35 (Lat: 42.394006, Lng: -92.252547), Route carried "on" structure: US 218, Year Built: 1952, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 3,400 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 3,400 (year 2040), Design Load: H 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 276.839, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 1482, Location: 0.5 mi. S of Jct. SR D35 (Lat: 42.394006, Lng: -92.252547), Route carried "on" structure: US 218, Year Built: 1952, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 3,400 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 3,400 (year 2040), Design Load: H 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 276.839, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 1483, Location: 4.3 mi. S of Jct. U.S. 20 (Lat: 42.405794, Lng: -92.261728), Route carried "on" structure: US 218, Year Built: 1952, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 4,020 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,020 (year 2042), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 278.351, Lanes on structure: 2, Base Highway Network: Yes, 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: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 43.5 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 1483, Location: 4.3 mi. S of Jct. U.S. 20 (Lat: 42.405794, Lng: -92.261728), Route carried "on" structure: US 218, Year Built: 1952, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 4,020 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,020 (year 2042), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 278.351, Lanes on structure: 2, Base Highway Network: Yes, 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: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 43.5 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 14841, Location: 4.2 mi. S of Jct. U.S. 20 (Lat: 42.406236, Lng: -92.262094), Route carried "on" structure: US 218, Year Built: 2007, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 4,020 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,020 (year 2041), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 278.408, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.8 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 14841, Location: 4.2 mi. S of Jct. U.S. 20 (Lat: 42.406236, Lng: -92.262094), Route carried "on" structure: US 218, Year Built: 2007, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 4,020 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,020 (year 2041), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 278.408, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.8 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 14851, Location: 0.6 mi. N of Jct. SR D38 (Lat: 42.421158, Lng: -92.276433), Route carried "on" structure: US 218, Year Built: 2001, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 5,400 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 5,400 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 280.443, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 14851, Location: 0.6 mi. N of Jct. SR D38 (Lat: 42.421158, Lng: -92.276433), Route carried "on" structure: US 218, Year Built: 2001, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 5,400 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 5,400 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 280.443, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 73921, Location: 87-12-03-05-10 (Lat: 42.384486, Lng: -92.232678), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 30 (year 2017), Average Future Daily Traffic: 30 (year 2039), Design Load: HS 20, Features Intersected: TRIB TO MILLER CREEK, Facility Carried by Structure: MILLER CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.063, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 73921, Location: 87-12-03-05-10 (Lat: 42.384486, Lng: -92.232678), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 30 (year 2017), Average Future Daily Traffic: 30 (year 2039), Design Load: HS 20, Features Intersected: TRIB TO MILLER CREEK, Facility Carried by Structure: MILLER CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.063, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 73931, Location: 87-12-04-01-10 (Lat: 42.384728, Lng: -92.258097), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 50 (year 2017), Average Future Daily Traffic: 50 (year 2041), Features Intersected: TRIB TO MILLER CREEK, Facility Carried by Structure: MILLER CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.736, 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: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 75.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 73931, Location: 87-12-04-01-10 (Lat: 42.384728, Lng: -92.258097), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 50 (year 2017), Average Future Daily Traffic: 50 (year 2041), Features Intersected: TRIB TO MILLER CREEK, Facility Carried by Structure: MILLER CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.736, 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: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 75.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 73941, Location: 87-12-04-01-20 (Lat: 42.384719, Lng: -92.254725), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 50 (year 2017), Average Future Daily Traffic: 50 (year 2039), Design Load: HS 20, Features Intersected: MILLER CREEK, Facility Carried by Structure: MILLER CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.015, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, 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: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 88.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.9 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 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 73941, Location: 87-12-04-01-20 (Lat: 42.384719, Lng: -92.254725), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 50 (year 2017), Average Future Daily Traffic: 50 (year 2039), Design Load: HS 20, Features Intersected: MILLER CREEK, Facility Carried by Structure: MILLER CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.015, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, 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: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 88.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.9 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 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 73961, Location: 87-12-04-02-10 (Lat: 42.374575, Lng: -92.259672), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 60 (year 2017), Average Future Daily Traffic: 60 (year 2039), Design Load: H 20, Features Intersected: MILLER CREEK, Facility Carried by Structure: COTTER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.557, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 73961, Location: 87-12-04-02-10 (Lat: 42.374575, Lng: -92.259672), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 60 (year 2017), Average Future Daily Traffic: 60 (year 2039), Design Load: H 20, Features Intersected: MILLER CREEK, Facility Carried by Structure: COTTER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.557, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 73971, Location: 87-12-04-02-20 (Lat: 42.381736, Lng: -92.259667), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 60 (year 2017), Average Future Daily Traffic: 60 (year 2041), Design Load: HS 20, Features Intersected: TRIB TO MILLER CREEK, Facility Carried by Structure: COTTER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.354, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 48.3 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: 37.3 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 desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 73971, Location: 87-12-04-02-20 (Lat: 42.381736, Lng: -92.259667), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 60 (year 2017), Average Future Daily Traffic: 60 (year 2041), Design Load: HS 20, Features Intersected: TRIB TO MILLER CREEK, Facility Carried by Structure: COTTER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.354, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 48.3 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: 37.3 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 desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 74, Location: 87-12-05-01-10 (Lat: 42.384750, Lng: -92.263339), Route carried "on" structure: County highway , Year Built: 1948, Year Reconstructed: 2009, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 40 (year 2021), Average Future Daily Traffic: 40 (year 2041), Features Intersected: TRIB TO MILLER CREEK, Facility Carried by Structure: MILLER CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.305, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $60,000, Roadway Improvement Cost: $10,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 74, Location: 87-12-05-01-10 (Lat: 42.384750, Lng: -92.263339), Route carried "on" structure: County highway , Year Built: 1948, Year Reconstructed: 2009, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 40 (year 2021), Average Future Daily Traffic: 40 (year 2041), Features Intersected: TRIB TO MILLER CREEK, Facility Carried by Structure: MILLER CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.305, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $60,000, Roadway Improvement Cost: $10,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7401, Location: 87-12-05-02-10 (Lat: 42.370333, Lng: -92.279300), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 25 (year 2017), Average Future Daily Traffic: 25 (year 2041), Design Load: H 20, Features Intersected: MILLER CREEK, Facility Carried by Structure: FOULK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.085, 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: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.7 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, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7401, Location: 87-12-05-02-10 (Lat: 42.370333, Lng: -92.279300), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 25 (year 2017), Average Future Daily Traffic: 25 (year 2041), Design Load: H 20, Features Intersected: MILLER CREEK, Facility Carried by Structure: FOULK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.085, 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: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.7 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, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 74021, Location: 87-12-06-02-10 (Lat: 42.370161, Lng: -92.298642), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 1,690 (year 2021), Average Future Daily Traffic: 1,690 (year 2039), Design Load: HS 20, Features Intersected: TRIB TO MILLER CREEK, Facility Carried by Structure: DYSART RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.064, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 80.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 74021, Location: 87-12-06-02-10 (Lat: 42.370161, Lng: -92.298642), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 1,690 (year 2021), Average Future Daily Traffic: 1,690 (year 2039), Design Load: HS 20, Features Intersected: TRIB TO MILLER CREEK, Facility Carried by Structure: DYSART RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.064, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 80.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 74031, Location: 87-12-07-02-10 (Lat: 42.359983, Lng: -92.298606), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 1,690 (year 2021), Average Future Daily Traffic: 1,690 (year 2039), Design Load: HS 20, Features Intersected: TRIB TO MILLER CREEK, Facility Carried by Structure: DYSART RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.935, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 75.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 74031, Location: 87-12-07-02-10 (Lat: 42.359983, Lng: -92.298606), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 1,690 (year 2021), Average Future Daily Traffic: 1,690 (year 2039), Design Load: HS 20, Features Intersected: TRIB TO MILLER CREEK, Facility Carried by Structure: DYSART RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.935, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 75.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 74041, Location: 87-12-08-01-10 (Lat: 42.370058, Lng: -92.278192), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 10 (year 2017), Average Future Daily Traffic: 10 (year 2041), Design Load: H 15, Features Intersected: TRIB TO MILLER CREEK, Facility Carried by Structure: EASTMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $10,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 74041, Location: 87-12-08-01-10 (Lat: 42.370058, Lng: -92.278192), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 10 (year 2017), Average Future Daily Traffic: 10 (year 2041), Design Load: H 15, Features Intersected: TRIB TO MILLER CREEK, Facility Carried by Structure: EASTMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $10,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 7407, Location: 87-12-18-01-10 (Lat: 42.355436, Lng: -92.293486), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 35 (year 2017), Average Future Daily Traffic: 35 (year 2041), Design Load: H 15, Features Intersected: MILLER CREEK, Facility Carried by Structure: E QUARRY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.259, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.1 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7407, Location: 87-12-18-01-10 (Lat: 42.355436, Lng: -92.293486), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 35 (year 2017), Average Future Daily Traffic: 35 (year 2041), Design Load: H 15, Features Intersected: MILLER CREEK, Facility Carried by Structure: E QUARRY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.259, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.1 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 74081, Location: 87-12-18-02-10 (Lat: 42.351272, Lng: -92.298603), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 1,690 (year 2021), Average Future Daily Traffic: 1,690 (year 2041), Design Load: HS 20, Features Intersected: MILLER CREEK, Facility Carried by Structure: DYSART RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.967, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.6 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 74081, Location: 87-12-18-02-10 (Lat: 42.351272, Lng: -92.298603), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 1,690 (year 2021), Average Future Daily Traffic: 1,690 (year 2041), Design Load: HS 20, Features Intersected: MILLER CREEK, Facility Carried by Structure: DYSART RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.967, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.6 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 74211, Location: 87-13-01-02-10 (Lat: 42.370678, Lng: -92.318086), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 30 (year 2017), Average Future Daily Traffic: 30 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO MILLER CREEK, Facility Carried by Structure: HESS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.126, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 48.3 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: 37.3 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 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 74211, Location: 87-13-01-02-10 (Lat: 42.370678, Lng: -92.318086), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 30 (year 2017), Average Future Daily Traffic: 30 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO MILLER CREEK, Facility Carried by Structure: HESS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.126, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 48.3 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: 37.3 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 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7426, Location: 87-13-12-02-20 (Lat: 42.363272, Lng: -92.318153), Route carried "on" structure: County highway , Year Built: 1960, Status: Temporarily open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 30 (year 2017), Average Future Daily Traffic: 30 (year 2041), Design Load: HS 20, Features Intersected: TRIB TO MILLER CREEK, Facility Carried by Structure: HESS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.305, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 67.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 44.2 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7426, Location: 87-13-12-02-20 (Lat: 42.363272, Lng: -92.318153), Route carried "on" structure: County highway , Year Built: 1960, Status: Temporarily open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 30 (year 2017), Average Future Daily Traffic: 30 (year 2041), Design Load: HS 20, Features Intersected: TRIB TO MILLER CREEK, Facility Carried by Structure: HESS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.305, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 67.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 44.2 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 74266, Location: 87-13-12-02-10 (Lat: 42.356536, Lng: -92.318219), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 30 (year 2017), Average Future Daily Traffic: 30 (year 2039), Design Load: HS 20, Features Intersected: TRIB TO MILLER CREEK, Facility Carried by Structure: HESS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.556, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 72.6 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 74266, Location: 87-13-12-02-10 (Lat: 42.356536, Lng: -92.318219), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 30 (year 2017), Average Future Daily Traffic: 30 (year 2039), Design Load: HS 20, Features Intersected: TRIB TO MILLER CREEK, Facility Carried by Structure: HESS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.556, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 72.6 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 75091, Location: 88-12-20-04-10 (Lat: 42.419769, Lng: -92.278914), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 40 (year 2017), Average Future Daily Traffic: 40 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO MILLER CREEK, Facility Carried by Structure: FOULK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.575, 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: 10.4m (34.1ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 48 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 75091, Location: 88-12-20-04-10 (Lat: 42.419769, Lng: -92.278914), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 40 (year 2017), Average Future Daily Traffic: 40 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO MILLER CREEK, Facility Carried by Structure: FOULK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.575, 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: 10.4m (34.1ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 48 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 75161, Location: 88-12-28-01-10 (Lat: 42.413700, Lng: -92.256586), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 1,600 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,600 (year 2038), Design Load: HL 93, Features Intersected: TRIB TO MILLER CREEK, Facility Carried by Structure: E WASHBURN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.277, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 53.5 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: 41.1 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 75161, Location: 88-12-28-01-10 (Lat: 42.413700, Lng: -92.256586), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 1,600 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,600 (year 2038), Design Load: HL 93, Features Intersected: TRIB TO MILLER CREEK, Facility Carried by Structure: E WASHBURN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.277, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 53.5 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: 41.1 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 75171, Location: 88-12-28-03-10 (Lat: 42.413708, Lng: -92.250933), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,600 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,600 (year 2040), Design Load: HS 20, Features Intersected: CEDAR RIVER OVERFLOW, Facility Carried by Structure: E WASHBURN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.742, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 75171, Location: 88-12-28-03-10 (Lat: 42.413708, Lng: -92.250933), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,600 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,600 (year 2040), Design Load: HS 20, Features Intersected: CEDAR RIVER OVERFLOW, Facility Carried by Structure: E WASHBURN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.742, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 75181, Location: 88-12-29-02-10 (Lat: 42.401897, Lng: -92.279100), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 50 (year 2017), Average Future Daily Traffic: 50 (year 2039), Design Load: HL 93, Features Intersected: TRIB TO MILLER CREEK, Facility Carried by Structure: FOULK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.589, 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: 10.4m (34.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 48.3 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: 37.3 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 desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 75181, Location: 88-12-29-02-10 (Lat: 42.401897, Lng: -92.279100), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 50 (year 2017), Average Future Daily Traffic: 50 (year 2039), Design Load: HL 93, Features Intersected: TRIB TO MILLER CREEK, Facility Carried by Structure: FOULK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.589, 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: 10.4m (34.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 48.3 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: 37.3 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 desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7519, Location: 88-12-31-01-10 (Lat: 42.399372, Lng: -92.284028), Route carried "on" structure: County highway , Year Built: 1938, Year Reconstructed: 1996, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 26%, Average Future Daily Traffic: 400 (year 2040), Features Intersected: TRIB TO MILLER CREEK, Facility Carried by Structure: E SCHROCK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.041, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 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: Very good, Culverts: Good, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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
Structure Number: 7519, Location: 88-12-31-01-10 (Lat: 42.399372, Lng: -92.284028), Route carried "on" structure: County highway , Year Built: 1938, Year Reconstructed: 1996, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 26%, Average Future Daily Traffic: 400 (year 2040), Features Intersected: TRIB TO MILLER CREEK, Facility Carried by Structure: E SCHROCK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.041, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 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: Very good, Culverts: Good, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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
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Structure Number: 75201, Location: 88-12-34-02-10 (Lat: 42.395047, Lng: -92.239881), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 130 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 130 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO MILLER CREEK, Facility Carried by Structure: GIRSCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.157, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 75.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 75201, Location: 88-12-34-02-10 (Lat: 42.395047, Lng: -92.239881), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 130 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 130 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO MILLER CREEK, Facility Carried by Structure: GIRSCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.157, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 75.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete