Bridge Statistics for Algona, Iowa (IA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 312ft / 94.7mTotal length
- 27,555Total average daily traffic
- 2,915Total average daily truck traffic
- 27,555Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Algona
- No street view available for this location
- New bridges - historical statistics
- 21960-1969
- 111970-1979
- 41980-1989
- 31990-1999
- 22000-2009
- 12010-2019
- 12020-2022
- Bridge Condition - Deck
- 9.5%Very good
- 33.3%Good
- 38.1%Satisfactory
- 14.3%Fair
- 4.8%Poor
- Bridge Condition - Superstructure
- 4.8%Excellent
- 19.0%Very good
- 47.6%Good
- 23.8%Satisfactory
- 4.8%Fair
- Bridge Condition - Substructure
- 4.8%Excellent
- 19.0%Very good
- 19.0%Good
- 23.8%Satisfactory
- 19.0%Fair
- 14.3%Poor
- Bridge Condition - Channel
- 4.2%Excellent
- 8.3%Very good
- 41.7%Good
- 41.7%Satisfactory
- 4.2%Fair
- Bridge Condition - Culverts
- 33.3%Good
- 33.3%Satisfactory
- 33.3%Fair
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Structure Number: 32831, Location: 0.2 mi W of Jct. U.S. 169 (Lat: 43.082814, Lng: -94.239953), Route carried "on" structure: US 18, Year Built: 1993, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 4,230 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 4,230 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 209.134, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 69.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 32831, Location: 0.2 mi W of Jct. U.S. 169 (Lat: 43.082814, Lng: -94.239953), Route carried "on" structure: US 18, Year Built: 1993, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 4,230 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 4,230 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 209.134, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 69.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 32841, Location: 0.2 mi. E of US 169 (Lat: 43.082789, Lng: -94.231828), Route carried "on" structure: US 18, Year Built: 1984, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 5,400 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 5,400 (year 2041), Design Load: HS 20, Features Intersected: E FORK DES MOINES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 209.796, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 84.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.6 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 desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 32841, Location: 0.2 mi. E of US 169 (Lat: 43.082789, Lng: -94.231828), Route carried "on" structure: US 18, Year Built: 1984, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 5,400 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 5,400 (year 2041), Design Load: HS 20, Features Intersected: E FORK DES MOINES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 209.796, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 84.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.6 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 desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 329, Location: 1.2 mi. S of S.R. B40 (Lat: 43.049108, Lng: -94.227261), Route carried "on" structure: US 169, Year Built: 1971, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 3,140 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 3,140 (year 2040), Design Load: HS 20, Features Intersected: E FORK DES MOINES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 316.801, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 76.6 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 329, Location: 1.2 mi. S of S.R. B40 (Lat: 43.049108, Lng: -94.227261), Route carried "on" structure: US 169, Year Built: 1971, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 3,140 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 3,140 (year 2040), Design Load: HS 20, Features Intersected: E FORK DES MOINES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 316.801, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 76.6 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 32921, Location: 0.1 mi S of Jct US 18 (Lat: 43.078544, Lng: -94.235656), Route carried "on" structure: US 169, Year Built: 2008, Status: Open, Structure Length: 11.19m (36.71ft), Average Daily Traffic: 6,800 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,800 (year 2040), Design Load: HS 20, Features Intersected: E FORK DES MOINES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 320.626, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 90.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 32921, Location: 0.1 mi S of Jct US 18 (Lat: 43.078544, Lng: -94.235656), Route carried "on" structure: US 169, Year Built: 2008, Status: Open, Structure Length: 11.19m (36.71ft), Average Daily Traffic: 6,800 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,800 (year 2040), Design Load: HS 20, Features Intersected: E FORK DES MOINES RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 320.626, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 90.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 214511, Location: 095280903 (Lat: 43.067086, Lng: -94.161050), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 880 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 880 (year 2041), Design Load: HS 20, Features Intersected: PURCELL CREEK, Facility Carried by Structure: FM 210TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.216, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 62.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $5,000
Structure Number: 214511, Location: 095280903 (Lat: 43.067086, Lng: -94.161050), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 880 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 880 (year 2041), Design Load: HS 20, Features Intersected: PURCELL CREEK, Facility Carried by Structure: FM 210TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.216, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 62.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $5,000
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Structure Number: 214521, Location: 095280902 (Lat: 43.063442, Lng: -94.168081), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 50 (year 2015), Average Future Daily Traffic: 50 (year 2041), Design Load: H 15, Features Intersected: PURCELL CREEK, Facility Carried by Structure: LOC 150TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.230, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 35.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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), Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $46,000, Roadway Improvement Cost: $4,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 214521, Location: 095280902 (Lat: 43.063442, Lng: -94.168081), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 50 (year 2015), Average Future Daily Traffic: 50 (year 2041), Design Load: H 15, Features Intersected: PURCELL CREEK, Facility Carried by Structure: LOC 150TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.230, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 35.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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), Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $46,000, Roadway Improvement Cost: $4,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 214722, Location: 095290803 (Lat: 43.067225, Lng: -94.298450), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,290 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,290 (year 2039), Design Load: HS 20, Features Intersected: FOUR MILE CREEK, Facility Carried by Structure: FM 210TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.958, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019
Structure Number: 214722, Location: 095290803 (Lat: 43.067225, Lng: -94.298450), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,290 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,290 (year 2039), Design Load: HS 20, Features Intersected: FOUR MILE CREEK, Facility Carried by Structure: FM 210TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.958, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019
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Structure Number: 214731, Location: 095291001 (Lat: 43.066883, Lng: -94.251147), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 7.51m (24.64ft), Average Daily Traffic: 1,720 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 1,720 (year 2041), Design Load: HL 93, Features Intersected: E FORK DES MOINES RIVER, Facility Carried by Structure: B40 210TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.811, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.8m (81.4ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 63.8 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: 42.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, 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 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 214731, Location: 095291001 (Lat: 43.066883, Lng: -94.251147), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 7.51m (24.64ft), Average Daily Traffic: 1,720 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 1,720 (year 2041), Design Load: HL 93, Features Intersected: E FORK DES MOINES RIVER, Facility Carried by Structure: B40 210TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.811, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.8m (81.4ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 63.8 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: 42.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, 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 24 months, Inspection Date: June 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: 214741, Location: 095291106 (Lat: 43.057522, Lng: -94.243672), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 7.76m (25.46ft), Average Daily Traffic: 1,310 (year 2019), Average Future Daily Traffic: 1,310 (year 2041), Design Load: H 20, Features Intersected: E FORK DES MOINES RIVER, Facility Carried by Structure: LOC ORTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.107, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.9m (98.1ft), 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: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 214741, Location: 095291106 (Lat: 43.057522, Lng: -94.243672), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 7.76m (25.46ft), Average Daily Traffic: 1,310 (year 2019), Average Future Daily Traffic: 1,310 (year 2041), Design Load: H 20, Features Intersected: E FORK DES MOINES RIVER, Facility Carried by Structure: LOC ORTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.107, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.9m (98.1ft), 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: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 21476, Location: 095291303 (Lat: 43.051269, Lng: -94.209719), Route carried "on" structure: County highway , Year Built: 1966, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 330 (year 2019), Average Future Daily Traffic: 330 (year 2041), Design Load: H 15, Features Intersected: D D # 51, Facility Carried by Structure: IRVINGTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.067, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 22.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 6.60m (21.65ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $66,000, Roadway Improvement Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 21476, Location: 095291303 (Lat: 43.051269, Lng: -94.209719), Route carried "on" structure: County highway , Year Built: 1966, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 330 (year 2019), Average Future Daily Traffic: 330 (year 2041), Design Load: H 15, Features Intersected: D D # 51, Facility Carried by Structure: IRVINGTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.067, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 22.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 6.60m (21.65ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $66,000, Roadway Improvement Cost: $6,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 214771, Location: 095291701 (Lat: 43.052789, Lng: -94.295922), Route carried "on" structure: County highway , Year Built: 1974, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 25 (year 2015), Average Future Daily Traffic: 25 (year 2041), Design Load: H 15, Features Intersected: FOUR MILE CREEK, Facility Carried by Structure: LOC 200TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.948, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 24.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.7 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 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: 5.20m (17.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $52,000, Roadway Improvement Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 214771, Location: 095291701 (Lat: 43.052789, Lng: -94.295922), Route carried "on" structure: County highway , Year Built: 1974, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 25 (year 2015), Average Future Daily Traffic: 25 (year 2041), Design Load: H 15, Features Intersected: FOUR MILE CREEK, Facility Carried by Structure: LOC 200TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.948, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 24.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.7 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 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: 5.20m (17.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $52,000, Roadway Improvement Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 214792, Location: 095292001 (Lat: 43.038372, Lng: -94.305772), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 30 (year 2015), Average Future Daily Traffic: 30 (year 2041), Design Load: HL 93, Features Intersected: FOUR MILE CREEK, Facility Carried by Structure: 190TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.148, 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: 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 214792, Location: 095292001 (Lat: 43.038372, Lng: -94.305772), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 30 (year 2015), Average Future Daily Traffic: 30 (year 2041), Design Load: HL 93, Features Intersected: FOUR MILE CREEK, Facility Carried by Structure: 190TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.148, 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: 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 214801, Location: 095292002 (Lat: 43.025097, Lng: -94.306347), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 2.34m (7.68ft), Average Daily Traffic: 20 (year 2015), Average Future Daily Traffic: 20 (year 2041), Design Load: H 15, Features Intersected: FOUR MILE CREEK, Facility Carried by Structure: LOC 80TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.010, 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 or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 214801, Location: 095292002 (Lat: 43.025097, Lng: -94.306347), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 2.34m (7.68ft), Average Daily Traffic: 20 (year 2015), Average Future Daily Traffic: 20 (year 2041), Design Load: H 15, Features Intersected: FOUR MILE CREEK, Facility Carried by Structure: LOC 80TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.010, 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 or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 214811, Location: 095292002 (Lat: 43.034369, Lng: -94.306256), Route carried "on" structure: County highway , Year Built: 1988, Status: Posted for load, Structure Length: 1.84m (6.04ft), Average Daily Traffic: 20 (year 2015), Average Future Daily Traffic: 20 (year 2041), Features Intersected: FOUR MILE CREEK, Facility Carried by Structure: LOC 80TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.040, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 214811, Location: 095292002 (Lat: 43.034369, Lng: -94.306256), Route carried "on" structure: County highway , Year Built: 1988, Status: Posted for load, Structure Length: 1.84m (6.04ft), Average Daily Traffic: 20 (year 2015), Average Future Daily Traffic: 20 (year 2041), Features Intersected: FOUR MILE CREEK, Facility Carried by Structure: LOC 80TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.040, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 21482, Location: 095292702 (Lat: 43.018297, Lng: -94.266969), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 2.33m (7.64ft), Average Daily Traffic: 70 (year 2015), Average Future Daily Traffic: 70 (year 2041), Design Load: H 15, Features Intersected: FOUR MILE CREEK, Facility Carried by Structure: LOC 100TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.252, 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: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 37.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 21482, Location: 095292702 (Lat: 43.018297, Lng: -94.266969), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 2.33m (7.64ft), Average Daily Traffic: 70 (year 2015), Average Future Daily Traffic: 70 (year 2041), Design Load: H 15, Features Intersected: FOUR MILE CREEK, Facility Carried by Structure: LOC 100TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.252, 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: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 37.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 21484, Location: 095292802 (Lat: 43.022869, Lng: -94.286642), Route carried "on" structure: County highway , Year Built: 1965, Status: Posted for load-capacity, Structure Length: 2.09m (6.86ft), Average Daily Traffic: 640 (year 2019), Truck Traffic: 32%, Average Future Daily Traffic: 640 (year 2041), Design Load: H 20, Features Intersected: FOUR MILE CREEK, Facility Carried by Structure: FM 90TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.756, 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: 20.7m (67.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 17.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 3.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 21484, Location: 095292802 (Lat: 43.022869, Lng: -94.286642), Route carried "on" structure: County highway , Year Built: 1965, Status: Posted for load-capacity, Structure Length: 2.09m (6.86ft), Average Daily Traffic: 640 (year 2019), Truck Traffic: 32%, Average Future Daily Traffic: 640 (year 2041), Design Load: H 20, Features Intersected: FOUR MILE CREEK, Facility Carried by Structure: FM 90TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.756, 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: 20.7m (67.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 17.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 3.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 214851, Location: 095292901 (Lat: 43.023892, Lng: -94.287983), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 2.34m (7.68ft), Average Daily Traffic: 60 (year 2015), Average Future Daily Traffic: 60 (year 2041), Design Load: H 15, Features Intersected: FOUR MILE CREEK, Facility Carried by Structure: LOC 180TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.604, 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: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 37.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 214851, Location: 095292901 (Lat: 43.023892, Lng: -94.287983), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 2.34m (7.68ft), Average Daily Traffic: 60 (year 2015), Average Future Daily Traffic: 60 (year 2041), Design Load: H 15, Features Intersected: FOUR MILE CREEK, Facility Carried by Structure: LOC 180TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.604, 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: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 37.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 215221, Location: 096281602 (Lat: 43.135786, Lng: -94.168256), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 370 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 370 (year 2039), Design Load: HS 20, Features Intersected: PLUM CREEK, Facility Carried by Structure: FM 150TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.065, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 88.2 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: 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, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 215221, Location: 096281602 (Lat: 43.135786, Lng: -94.168256), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 370 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 370 (year 2039), Design Load: HS 20, Features Intersected: PLUM CREEK, Facility Carried by Structure: FM 150TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.065, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 88.2 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: 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, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, 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: 215231, Location: 096281704 (Lat: 43.126647, Lng: -94.187933), Route carried "on" structure: County highway , Year Built: 1978, Status: Posted for load, Structure Length: 6.97m (22.87ft), Average Daily Traffic: 80 (year 2019), Average Future Daily Traffic: 80 (year 2041), Design Load: H 15, Features Intersected: E FORK DES MOINES RIVER, Facility Carried by Structure: FM 140TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.504, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 34.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.4 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: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 215231, Location: 096281704 (Lat: 43.126647, Lng: -94.187933), Route carried "on" structure: County highway , Year Built: 1978, Status: Posted for load, Structure Length: 6.97m (22.87ft), Average Daily Traffic: 80 (year 2019), Average Future Daily Traffic: 80 (year 2041), Design Load: H 15, Features Intersected: E FORK DES MOINES RIVER, Facility Carried by Structure: FM 140TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.504, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 34.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.4 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: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 215245, Location: 096282003 (Lat: 43.125703, Lng: -94.182286), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 690 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 690 (year 2041), Design Load: HS 20, Features Intersected: OAK LAKE SPILLWAY, Facility Carried by Structure: FM PLUM CK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.219, Lanes on structure: 2, Owner: County 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: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 215245, Location: 096282003 (Lat: 43.125703, Lng: -94.182286), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 690 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 690 (year 2041), Design Load: HS 20, Features Intersected: OAK LAKE SPILLWAY, Facility Carried by Structure: FM PLUM CK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.219, Lanes on structure: 2, Owner: County 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: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 215341, Location: 096292401 (Lat: 43.125914, Lng: -94.215728), Route carried "on" structure: County highway , Year Built: 1979, Year Reconstructed: 1999, Status: Open, Structure Length: 3.91m (12.83ft), Average Daily Traffic: 210 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 210 (year 2041), Design Load: H 20, Features Intersected: BLACK CAT CREEK, Facility Carried by Structure: FM 250TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.482, 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: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 52.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.2 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 215341, Location: 096292401 (Lat: 43.125914, Lng: -94.215728), Route carried "on" structure: County highway , Year Built: 1979, Year Reconstructed: 1999, Status: Open, Structure Length: 3.91m (12.83ft), Average Daily Traffic: 210 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 210 (year 2041), Design Load: H 20, Features Intersected: BLACK CAT CREEK, Facility Carried by Structure: FM 250TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.482, 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: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 52.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.2 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 215351, Location: 096292404 (Lat: 43.118625, Lng: -94.220531), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 90 (year 2015), Average Future Daily Traffic: 90 (year 2039), Design Load: HS 20, Features Intersected: BLACK CAT CREEK, Facility Carried by Structure: LOC RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.216, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 215351, Location: 096292404 (Lat: 43.118625, Lng: -94.220531), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 90 (year 2015), Average Future Daily Traffic: 90 (year 2039), Design Load: HS 20, Features Intersected: BLACK CAT CREEK, Facility Carried by Structure: LOC RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.216, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 215361, Location: 096292501 (Lat: 43.111411, Lng: -94.207486), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 7.73m (25.36ft), Average Daily Traffic: 60 (year 2015), Average Future Daily Traffic: 60 (year 2041), Design Load: H 15, Features Intersected: E FORK DES MOINES RIVER, Facility Carried by Structure: LOC 240TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.366, 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: 3, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 36.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 215361, Location: 096292501 (Lat: 43.111411, Lng: -94.207486), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 7.73m (25.36ft), Average Daily Traffic: 60 (year 2015), Average Future Daily Traffic: 60 (year 2041), Design Load: H 15, Features Intersected: E FORK DES MOINES RIVER, Facility Carried by Structure: LOC 240TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.366, 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: 3, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 36.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 215391, Location: 096293202 (Lat: 43.088150, Lng: -94.305975), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 40 (year 2019), Average Future Daily Traffic: 40 (year 2039), Design Load: HS 20, Features Intersected: FOUR MILE CREEK, Facility Carried by Structure: LOC 80TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.015, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 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: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.1 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 48 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 215391, Location: 096293202 (Lat: 43.088150, Lng: -94.305975), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 40 (year 2019), Average Future Daily Traffic: 40 (year 2039), Design Load: HS 20, Features Intersected: FOUR MILE CREEK, Facility Carried by Structure: LOC 80TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.015, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 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: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.1 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 48 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete