Bridge Statistics for Elma, Iowa (IA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 26Number of bridges
- 121ft / 36.6mTotal length
- 5,030Total average daily traffic
- 438Total average daily truck traffic
- 5,030Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Elma
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 31950-1959
- 41960-1969
- 21970-1979
- 31980-1989
- 41990-1999
- 52000-2009
- 42010-2019
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 18.8%Very good
- 25.0%Good
- 37.5%Satisfactory
- 18.8%Fair
- Bridge Condition - Superstructure
- 18.8%Very good
- 18.8%Good
- 43.8%Satisfactory
- 18.8%Fair
- Bridge Condition - Substructure
- 18.8%Very good
- 18.8%Good
- 18.8%Satisfactory
- 6.3%Fair
- 31.3%Poor
- 6.3%Serious
- Bridge Condition - Channel
- 34.6%Very good
- 50.0%Good
- 15.4%Satisfactory
- Bridge Condition - Culverts
- 40.0%Very good
- 30.0%Good
- 30.0%Satisfactory
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Structure Number: 4561, Location: 097130602 (Lat: 43.251222, Lng: -92.435900), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 840 (year 2021), Average Future Daily Traffic: 840 (year 2039), Design Load: H 20, Features Intersected: DRAINAGE, Facility Carried by Structure: BUSTI AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.413, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 87.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4561, Location: 097130602 (Lat: 43.251222, Lng: -92.435900), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 840 (year 2021), Average Future Daily Traffic: 840 (year 2039), Design Load: H 20, Features Intersected: DRAINAGE, Facility Carried by Structure: BUSTI AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.413, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 87.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28826, Location: 097130303 (Lat: 43.249600, Lng: -92.375619), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 420 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 420 (year 2041), Design Load: HS 20, Features Intersected: SMALL STREAM, Facility Carried by Structure: 185TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.138, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 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: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021
Structure Number: 28826, Location: 097130303 (Lat: 43.249600, Lng: -92.375619), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 420 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 420 (year 2041), Design Load: HS 20, Features Intersected: SMALL STREAM, Facility Carried by Structure: 185TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.138, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 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: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021
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Structure Number: 113391, Location: 097142202 (Lat: 43.205292, Lng: -92.495233), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 110 (year 2021), Average Future Daily Traffic: 110 (year 2041), Design Load: HS 20, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.898, 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: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 40.8 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, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000
Structure Number: 113391, Location: 097142202 (Lat: 43.205292, Lng: -92.495233), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 110 (year 2021), Average Future Daily Traffic: 110 (year 2041), Design Load: HS 20, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.898, 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: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 40.8 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, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000
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Structure Number: 113401, Location: 097142401 (Lat: 43.212803, Lng: -92.451533), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 80 (year 2013), Average Future Daily Traffic: 80 (year 2040), Design Load: HS 20, Features Intersected: WAPSIPINICON RIVER, Facility Carried by Structure: LOCAL-CO LINE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.357, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 113401, Location: 097142401 (Lat: 43.212803, Lng: -92.451533), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 80 (year 2013), Average Future Daily Traffic: 80 (year 2040), Design Load: HS 20, Features Intersected: WAPSIPINICON RIVER, Facility Carried by Structure: LOCAL-CO LINE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.357, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18183, Location: 097130902 (Lat: 43.236372, Lng: -92.397039), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 20 (year 2041), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: IRIS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.995, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 18183, Location: 097130902 (Lat: 43.236372, Lng: -92.397039), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 20 (year 2041), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: IRIS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.995, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 18184, Location: 097131701 (Lat: 43.227489, Lng: -92.410183), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 45 (year 2013), Average Future Daily Traffic: 45 (year 2041), Design Load: HS 20, Features Intersected: ELK CREEK, Facility Carried by Structure: 200TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.341, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000
Structure Number: 18184, Location: 097131701 (Lat: 43.227489, Lng: -92.410183), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 45 (year 2013), Average Future Daily Traffic: 45 (year 2041), Design Load: HS 20, Features Intersected: ELK CREEK, Facility Carried by Structure: 200TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.341, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000
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Structure Number: 181861, Location: 097140101 (Lat: 43.255397, Lng: -92.454669), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 50 (year 2040), Features Intersected: LITTLE WAPSIPINICON RIVE, Facility Carried by Structure: 180TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.103, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020
Structure Number: 181861, Location: 097140101 (Lat: 43.255397, Lng: -92.454669), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 50 (year 2040), Features Intersected: LITTLE WAPSIPINICON RIVE, Facility Carried by Structure: 180TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.103, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020
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Structure Number: 181871, Location: 097140101 (Lat: 43.255383, Lng: -92.444981), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 50 (year 2040), Features Intersected: BR LITTLE WAPSIPINICON, Facility Carried by Structure: 180TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.888, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 181871, Location: 097140101 (Lat: 43.255383, Lng: -92.444981), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 50 (year 2040), Features Intersected: BR LITTLE WAPSIPINICON, Facility Carried by Structure: 180TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.888, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 181881, Location: 097140301 (Lat: 43.255408, Lng: -92.485808), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 35 (year 2013), Average Future Daily Traffic: 35 (year 2041), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: 180TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.575, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.0m (6.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Very good, Culverts: Very good, Structural Evaluation: Equal 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 48 months, Inspection Date: March 2021
Structure Number: 181881, Location: 097140301 (Lat: 43.255408, Lng: -92.485808), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 35 (year 2013), Average Future Daily Traffic: 35 (year 2041), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: 180TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.575, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.0m (6.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Very good, Culverts: Very good, Structural Evaluation: Equal 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 48 months, Inspection Date: March 2021
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Structure Number: 181972, Location: 97141001 (Lat: 43.241861, Lng: -92.476797), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 650 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 650 (year 2039), Design Load: HL 93, Features Intersected: LITTLE WAPSIPINICON, Facility Carried by Structure: FM 190TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.309, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), 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: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 181972, Location: 97141001 (Lat: 43.241861, Lng: -92.476797), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 650 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 650 (year 2039), Design Load: HL 93, Features Intersected: LITTLE WAPSIPINICON, Facility Carried by Structure: FM 190TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.309, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), 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: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 181981, Location: 097141102 (Lat: 43.239356, Lng: -92.475272), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 50 (year 2040), Design Load: HL 93, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: ELM AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.4m (17.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020
Structure Number: 181981, Location: 097141102 (Lat: 43.239356, Lng: -92.475272), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 50 (year 2040), Design Load: HL 93, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: ELM AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.4m (17.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020
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Structure Number: 181991, Location: 097141201 (Lat: 43.241703, Lng: -92.451733), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 650 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 650 (year 2039), Design Load: HS 20, Features Intersected: LITTLE WAPSIPINICON, Facility Carried by Structure: FM 190TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.344, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 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: Better than present minimum criteria, Length Of Structure Improvement: 13.00m (42.65ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 181991, Location: 097141201 (Lat: 43.241703, Lng: -92.451733), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 650 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 650 (year 2039), Design Load: HS 20, Features Intersected: LITTLE WAPSIPINICON, Facility Carried by Structure: FM 190TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.344, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 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: Better than present minimum criteria, Length Of Structure Improvement: 13.00m (42.65ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18244, Location: 098132001 (Lat: 43.298853, Lng: -92.410256), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 590 (year 2021), Average Future Daily Traffic: 590 (year 2041), Features Intersected: CRANE CREEK, Facility Carried by Structure: FM-150TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.724, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Very good, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $207,000, Roadway Improvement Cost: $21,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 18244, Location: 098132001 (Lat: 43.298853, Lng: -92.410256), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 590 (year 2021), Average Future Daily Traffic: 590 (year 2041), Features Intersected: CRANE CREEK, Facility Carried by Structure: FM-150TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.724, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Very good, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $207,000, Roadway Improvement Cost: $21,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18245, Location: 098132004 (Lat: 43.297358, Lng: -92.406928), Route carried "on" structure: County highway , Year Built: 1947, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 45 (year 2013), Average Future Daily Traffic: 45 (year 2041), Features Intersected: BR CRANE CREEK, Facility Carried by Structure: HOWARD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.024, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Good, Operating Rating: 18.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, 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: > 39.9% below), Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $166,000, Roadway Improvement Cost: $17,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 18245, Location: 098132004 (Lat: 43.297358, Lng: -92.406928), Route carried "on" structure: County highway , Year Built: 1947, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 45 (year 2013), Average Future Daily Traffic: 45 (year 2041), Features Intersected: BR CRANE CREEK, Facility Carried by Structure: HOWARD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.024, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Good, Operating Rating: 18.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, 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: > 39.9% below), Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $166,000, Roadway Improvement Cost: $17,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 182511, Location: 098133101 (Lat: 43.269872, Lng: -92.425142), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 50 (year 2041), Design Load: HL 93, Features Intersected: BR MEAD CREEK, Facility Carried by Structure: 170TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.495, 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: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021
Structure Number: 182511, Location: 098133101 (Lat: 43.269872, Lng: -92.425142), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 50 (year 2041), Design Load: HL 93, Features Intersected: BR MEAD CREEK, Facility Carried by Structure: 170TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.495, 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: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021
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Structure Number: 182521, Location: 098133103 (Lat: 43.262603, Lng: -92.429494), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 30 (year 2013), Average Future Daily Traffic: 30 (year 2041), Features Intersected: BR MEAD CREEK, Facility Carried by Structure: 175TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.419, 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: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 33.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 182521, Location: 098133103 (Lat: 43.262603, Lng: -92.429494), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 30 (year 2013), Average Future Daily Traffic: 30 (year 2041), Features Intersected: BR MEAD CREEK, Facility Carried by Structure: 175TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.419, 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: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 33.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 18254, Location: 098133204 (Lat: 43.259339, Lng: -92.416964), Route carried "on" structure: County highway , Year Built: 1958, Year Reconstructed: 2016, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 80 (year 2013), Average Future Daily Traffic: 80 (year 2040), Design Load: H 15, Features Intersected: MEAD CREEK, Facility Carried by Structure: HOLLY AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.140, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 7.00m (22.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $195,000, Roadway Improvement Cost: $20,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 18254, Location: 098133204 (Lat: 43.259339, Lng: -92.416964), Route carried "on" structure: County highway , Year Built: 1958, Year Reconstructed: 2016, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 80 (year 2013), Average Future Daily Traffic: 80 (year 2040), Design Load: H 15, Features Intersected: MEAD CREEK, Facility Carried by Structure: HOLLY AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.140, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 7.00m (22.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $195,000, Roadway Improvement Cost: $20,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 18268, Location: 098142203 (Lat: 43.298875, Lng: -92.477575), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 460 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 460 (year 2041), Design Load: H 20, Features Intersected: LITTLE WAPSIPINICON, Facility Carried by Structure: FM 150TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.262, 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: 8.8m (28.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.70m (25.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 18268, Location: 098142203 (Lat: 43.298875, Lng: -92.477575), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 460 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 460 (year 2041), Design Load: H 20, Features Intersected: LITTLE WAPSIPINICON, Facility Carried by Structure: FM 150TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.262, 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: 8.8m (28.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.70m (25.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1827, Location: 098142301 (Lat: 43.298881, Lng: -92.456086), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 460 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 460 (year 2041), Design Load: H 20, Features Intersected: LITTLE WAPSIPINICON, Facility Carried by Structure: FM 150TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.005, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 52.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.4 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.00m (22.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $195,000, Roadway Improvement Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1827, Location: 098142301 (Lat: 43.298881, Lng: -92.456086), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 460 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 460 (year 2041), Design Load: H 20, Features Intersected: LITTLE WAPSIPINICON, Facility Carried by Structure: FM 150TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.005, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 52.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.4 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.00m (22.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $195,000, Roadway Improvement Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 182711, Location: 098142402 (Lat: 43.296256, Lng: -92.455597), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 35 (year 2013), Average Future Daily Traffic: 35 (year 2041), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: LOCAL FIR AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 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: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000
Structure Number: 182711, Location: 098142402 (Lat: 43.296256, Lng: -92.455597), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 35 (year 2013), Average Future Daily Traffic: 35 (year 2041), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: LOCAL FIR AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 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: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000
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Structure Number: 182721, Location: 098142503 (Lat: 43.280775, Lng: -92.448733), Route carried "on" structure: County highway , Year Built: 1986, Year Reconstructed: 1999, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 50 (year 2041), Features Intersected: BR LITTLE WAPSIPINICON R, Facility Carried by Structure: LOCAL 162ND ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 29.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 182721, Location: 098142503 (Lat: 43.280775, Lng: -92.448733), Route carried "on" structure: County highway , Year Built: 1986, Year Reconstructed: 1999, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 50 (year 2041), Features Intersected: BR LITTLE WAPSIPINICON R, Facility Carried by Structure: LOCAL 162ND ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 29.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 182771, Location: 098143501 (Lat: 43.269897, Lng: -92.463658), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 80 (year 2013), Average Future Daily Traffic: 80 (year 2042), Design Load: HL 93, Features Intersected: LITTLE WAPSIPINICON RIVE, Facility Carried by Structure: 170TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.369, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, 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: 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: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than 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: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 182771, Location: 098143501 (Lat: 43.269897, Lng: -92.463658), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 80 (year 2013), Average Future Daily Traffic: 80 (year 2042), Design Load: HL 93, Features Intersected: LITTLE WAPSIPINICON RIVE, Facility Carried by Structure: 170TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.369, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, 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: 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: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than 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: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 182781, Location: 098143507 (Lat: 43.262592, Lng: -92.458350), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 10 (year 2013), Average Future Daily Traffic: 10 (year 2040), Design Load: HS 20, Features Intersected: BR LITTLE WAPSIPIOICON, Facility Carried by Structure: 175TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.074, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020
Structure Number: 182781, Location: 098143507 (Lat: 43.262592, Lng: -92.458350), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 10 (year 2013), Average Future Daily Traffic: 10 (year 2040), Design Load: HS 20, Features Intersected: BR LITTLE WAPSIPIOICON, Facility Carried by Structure: 175TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.074, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020
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Structure Number: 18279, Location: 098143601 (Lat: 43.269872, Lng: -92.450450), Route carried "on" structure: County highway , Year Built: 1950, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 80 (year 2021), Average Future Daily Traffic: 80 (year 2041), Features Intersected: LITTLE WAPSIPINICON, Facility Carried by Structure: LOCAL 170TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.441, 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: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 25.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.2 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 7.00m (22.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $195,000, Roadway Improvement Cost: $20,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 18279, Location: 098143601 (Lat: 43.269872, Lng: -92.450450), Route carried "on" structure: County highway , Year Built: 1950, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 80 (year 2021), Average Future Daily Traffic: 80 (year 2041), Features Intersected: LITTLE WAPSIPINICON, Facility Carried by Structure: LOCAL 170TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.441, 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: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 25.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.2 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 7.00m (22.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $195,000, Roadway Improvement Cost: $20,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 1828, Location: 098143607 (Lat: 43.262639, Lng: -92.442808), Route carried "on" structure: County highway , Year Built: 1955, Year Reconstructed: 2009, Status: Posted for load, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 10 (year 2013), Average Future Daily Traffic: 10 (year 2040), Features Intersected: BR LITTLE WAPSIPINICON, Facility Carried by Structure: 175TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.339, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 7.00m (22.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $195,000, Roadway Improvement Cost: $20,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 1828, Location: 098143607 (Lat: 43.262639, Lng: -92.442808), Route carried "on" structure: County highway , Year Built: 1955, Year Reconstructed: 2009, Status: Posted for load, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 10 (year 2013), Average Future Daily Traffic: 10 (year 2040), Features Intersected: BR LITTLE WAPSIPINICON, Facility Carried by Structure: 175TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.339, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 7.00m (22.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $195,000, Roadway Improvement Cost: $20,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 501921, Location: 097140108 (Lat: 43.247822, Lng: -92.440950), Route carried "on" structure: City street , Year Built: 1974, Status: Posted for load, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 50 (year 2041), Design Load: H 15, Features Intersected: MEAD CREEK, Facility Carried by Structure: N 6TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.958, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 501921, Location: 097140108 (Lat: 43.247822, Lng: -92.440950), Route carried "on" structure: City street , Year Built: 1974, Status: Posted for load, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 50 (year 2041), Design Load: H 15, Features Intersected: MEAD CREEK, Facility Carried by Structure: N 6TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.958, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete