Bridge Statistics for Titonka, Iowa (IA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 25Number of bridges
- 194ft / 58.9mTotal length
- 7,310Total average daily traffic
- 588Total average daily truck traffic
- 7,310Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Titonka
- No street view available for this location
- New bridges - historical statistics
- 21940-1949
- 21950-1959
- 21960-1969
- 41970-1979
- 31980-1989
- 81990-1999
- 22000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 4.3%Very good
- 52.2%Good
- 13.0%Satisfactory
- 21.7%Fair
- 8.7%Poor
- Bridge Condition - Superstructure
- 8.7%Very good
- 65.2%Good
- 13.0%Satisfactory
- 8.7%Fair
- 4.3%Poor
- Bridge Condition - Substructure
- 21.7%Very good
- 30.4%Good
- 4.3%Satisfactory
- 13.0%Fair
- 21.7%Poor
- 8.7%Serious
- Bridge Condition - Channel
- 12.0%Very good
- 56.0%Good
- 28.0%Satisfactory
- 4.0%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 323, Location: 000000000 (Lat: 41.517756, Lng: -90.622481), Route carried "on" structure: City street , Year Built: 1950, Year Reconstructed: 2009, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 2,430 (year 2014), Average Future Daily Traffic: 2,430 (year 2041), Features Intersected: BLACKHAWK CREEK, Facility Carried by Structure: S CLARK ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.752, Lanes on structure: 2, Owner: City or Municipal 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: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 323, Location: 000000000 (Lat: 41.517756, Lng: -90.622481), Route carried "on" structure: City street , Year Built: 1950, Year Reconstructed: 2009, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 2,430 (year 2014), Average Future Daily Traffic: 2,430 (year 2041), Features Intersected: BLACKHAWK CREEK, Facility Carried by Structure: S CLARK ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.752, Lanes on structure: 2, Owner: City or Municipal 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: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3306, Location: 097273302 (Lat: 43.179014, Lng: -94.049186), Route carried "on" structure: County highway , Year Built: 1947, Year Reconstructed: 1990, Status: Open, Structure Length: 1.94m (6.36ft), Average Daily Traffic: 360 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 360 (year 2041), Design Load: H 20, Features Intersected: LINDER CREEK, Facility Carried by Structure: P 64 210TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.230, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), 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: Fair, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 22.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.2 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.80m (28.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $88,000, Roadway Improvement Cost: $8,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3306, Location: 097273302 (Lat: 43.179014, Lng: -94.049186), Route carried "on" structure: County highway , Year Built: 1947, Year Reconstructed: 1990, Status: Open, Structure Length: 1.94m (6.36ft), Average Daily Traffic: 360 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 360 (year 2041), Design Load: H 20, Features Intersected: LINDER CREEK, Facility Carried by Structure: P 64 210TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.230, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), 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: Fair, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 22.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.2 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.80m (28.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $88,000, Roadway Improvement Cost: $8,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3307, Location: 097272102 (Lat: 43.204944, Lng: -94.049300), Route carried "on" structure: County highway , Year Built: 1947, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 470 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 470 (year 2041), Design Load: H 20, Features Intersected: DD #2 & 36, Facility Carried by Structure: P 64 210TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.111, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), 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: Poor, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 21.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.0 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, 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: Bituminous, Deck Protection: Cathodic Protection
Structure Number: 3307, Location: 097272102 (Lat: 43.204944, Lng: -94.049300), Route carried "on" structure: County highway , Year Built: 1947, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 470 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 470 (year 2041), Design Load: H 20, Features Intersected: DD #2 & 36, Facility Carried by Structure: P 64 210TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.111, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), 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: Poor, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 21.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.0 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, 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: Bituminous, Deck Protection: Cathodic Protection
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Structure Number: 215551, Location: 097270402 (Lat: 43.242847, Lng: -94.049356), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 140 (year 2015), Average Future Daily Traffic: 140 (year 2041), Design Load: H 20, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: LOC 210TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.875, 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: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Good, 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: 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, 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: 215551, Location: 097270402 (Lat: 43.242847, Lng: -94.049356), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 140 (year 2015), Average Future Daily Traffic: 140 (year 2041), Design Load: H 20, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: LOC 210TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.875, 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: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Good, 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: 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, 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: 215561, Location: 097270502 (Lat: 43.245706, Lng: -94.068983), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 3.91m (12.83ft), Average Daily Traffic: 45 (year 2015), Average Future Daily Traffic: 45 (year 2039), Design Load: HS 20, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: LOC 200TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.930, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: 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
Structure Number: 215561, Location: 097270502 (Lat: 43.245706, Lng: -94.068983), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 3.91m (12.83ft), Average Daily Traffic: 45 (year 2015), Average Future Daily Traffic: 45 (year 2039), Design Load: HS 20, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: LOC 200TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.930, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: 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
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Structure Number: 215591, Location: 097270960 (Lat: 43.241886, Lng: -94.037158), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 610 (year 2019), Average Future Daily Traffic: 610 (year 2039), Design Load: HL 93, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: FM 330TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.992, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (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: 50.5 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: 38.9 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: 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: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 215591, Location: 097270960 (Lat: 43.241886, Lng: -94.037158), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 610 (year 2019), Average Future Daily Traffic: 610 (year 2039), Design Load: HL 93, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: FM 330TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.992, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (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: 50.5 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: 38.9 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: 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: 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: 215601, Location: 097271002 (Lat: 43.237528, Lng: -94.029603), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 3.18m (10.43ft), Average Daily Traffic: 180 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 180 (year 2041), Design Load: H 20, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: FM 220TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.621, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 49.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, 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: 215601, Location: 097271002 (Lat: 43.237528, Lng: -94.029603), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 3.18m (10.43ft), Average Daily Traffic: 180 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 180 (year 2041), Design Load: H 20, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: FM 220TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.621, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 49.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, 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: 215611, Location: 097271102 (Lat: 43.238631, Lng: -94.009661), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 2.76m (9.06ft), Average Daily Traffic: 30 (year 2015), Average Future Daily Traffic: 30 (year 2039), Design Load: HS 20, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: FM 80TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.537, 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: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, 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
Structure Number: 215611, Location: 097271102 (Lat: 43.238631, Lng: -94.009661), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 2.76m (9.06ft), Average Daily Traffic: 30 (year 2015), Average Future Daily Traffic: 30 (year 2039), Design Load: HS 20, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: FM 80TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.537, 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: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, 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
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Structure Number: 215621, Location: 097271201 (Lat: 43.241844, Lng: -93.989994), Route carried "on" structure: County highway , Year Built: 1971, Status: Posted for load-capacity, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 510 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 510 (year 2041), Design Load: H 20, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: 330TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.822, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 30.2m (99.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 33.5m (109.9ft), Out-to-Out Width: 34.1m (111.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 19.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to 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: 215621, Location: 097271201 (Lat: 43.241844, Lng: -93.989994), Route carried "on" structure: County highway , Year Built: 1971, Status: Posted for load-capacity, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 510 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 510 (year 2041), Design Load: H 20, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: 330TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.822, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 30.2m (99.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 33.5m (109.9ft), Out-to-Out Width: 34.1m (111.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 19.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to 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: 215651, Location: 097272901 (Lat: 43.198278, Lng: -94.056017), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 260 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 260 (year 2041), Design Load: H 20, Features Intersected: DD #2 & 36, Facility Carried by Structure: FM 300TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.505, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, 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: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 35.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.9 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: 215651, Location: 097272901 (Lat: 43.198278, Lng: -94.056017), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 260 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 260 (year 2041), Design Load: H 20, Features Intersected: DD #2 & 36, Facility Carried by Structure: FM 300TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.505, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, 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: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 35.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.9 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: 215661, Location: 097272902 (Lat: 43.185492, Lng: -94.068908), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 60 (year 2015), Average Future Daily Traffic: 60 (year 2041), Design Load: H 15, Features Intersected: LINDER CREEK, Facility Carried by Structure: LOC 200TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.242, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, 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: Good, Superstructure: Good, Substructure: Good, 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: 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: 215661, Location: 097272902 (Lat: 43.185492, Lng: -94.068908), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 60 (year 2015), Average Future Daily Traffic: 60 (year 2041), Design Load: H 15, Features Intersected: LINDER CREEK, Facility Carried by Structure: LOC 200TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.242, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, 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: Good, Superstructure: Good, Substructure: Good, 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: 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: 215671, Location: 097272902 (Lat: 43.192658, Lng: -94.068903), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.64m (5.38ft), Average Daily Traffic: 60 (year 2015), Average Future Daily Traffic: 60 (year 2039), Design Load: HS 20, Features Intersected: DD #2 & 36, Facility Carried by Structure: LOC 200TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.038, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 67.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.1 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: 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: 215671, Location: 097272902 (Lat: 43.192658, Lng: -94.068903), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.64m (5.38ft), Average Daily Traffic: 60 (year 2015), Average Future Daily Traffic: 60 (year 2039), Design Load: HS 20, Features Intersected: DD #2 & 36, Facility Carried by Structure: LOC 200TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.038, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 67.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.1 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: 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
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Structure Number: 215691, Location: 097273201 (Lat: 43.183800, Lng: -94.066997), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 40 (year 2015), Average Future Daily Traffic: 40 (year 2039), Design Load: HS 20, Features Intersected: LINDNER CREEK, Facility Carried by Structure: LOC 290TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.685, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 75.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum 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
Structure Number: 215691, Location: 097273201 (Lat: 43.183800, Lng: -94.066997), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 40 (year 2015), Average Future Daily Traffic: 40 (year 2039), Design Load: HS 20, Features Intersected: LINDNER CREEK, Facility Carried by Structure: LOC 290TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.685, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 75.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum 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
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Structure Number: 2157, Location: 097273402 (Lat: 43.176775, Lng: -94.029333), Route carried "on" structure: County highway , Year Built: 1965, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 80 (year 2015), Average Future Daily Traffic: 80 (year 2041), Design Load: H 15, Features Intersected: LINDNER CREEK, Facility Carried by Structure: LOC 220TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.873, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 20.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.2 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% 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: Monolithic Concrete
Structure Number: 2157, Location: 097273402 (Lat: 43.176775, Lng: -94.029333), Route carried "on" structure: County highway , Year Built: 1965, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 80 (year 2015), Average Future Daily Traffic: 80 (year 2041), Design Load: H 15, Features Intersected: LINDNER CREEK, Facility Carried by Structure: LOC 220TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.873, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 20.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.2 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% 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: Monolithic Concrete
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Structure Number: 21575, Location: 097281201 (Lat: 43.241650, Lng: -94.090331), Route carried "on" structure: County highway , Year Built: 1958, Year Reconstructed: 1981, Status: Posted for load, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 310 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 310 (year 2041), Design Load: H 15, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: FM 320TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.672, 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: 2, 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: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Serious, Channel: Fair, Operating Rating: 7.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, 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: > 39.9% below), Length Of Structure Improvement: 10.00m (32.81ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $12,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 21575, Location: 097281201 (Lat: 43.241650, Lng: -94.090331), Route carried "on" structure: County highway , Year Built: 1958, Year Reconstructed: 1981, Status: Posted for load, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 310 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 310 (year 2041), Design Load: H 15, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: FM 320TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.672, 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: 2, 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: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Serious, Channel: Fair, Operating Rating: 7.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, 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: > 39.9% below), Length Of Structure Improvement: 10.00m (32.81ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $12,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 21576, Location: 097281202 (Lat: 43.240500, Lng: -94.108781), Route carried "on" structure: County highway , Year Built: 1965, Status: Posted for load, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 160 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 160 (year 2041), Design Load: H 20, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: FM 180TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.443, 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: 2, 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: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Serious, Channel: Satisfactory, Operating Rating: 9.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 21576, Location: 097281202 (Lat: 43.240500, Lng: -94.108781), Route carried "on" structure: County highway , Year Built: 1965, Status: Posted for load, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 160 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 160 (year 2041), Design Load: H 20, Features Intersected: BUFFALO CREEK, Facility Carried by Structure: FM 180TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.443, 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: 2, 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: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Serious, Channel: Satisfactory, Operating Rating: 9.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 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: 216341, Location: 098272601 (Lat: 43.284350, Lng: -93.998678), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 3.94m (12.93ft), Average Daily Traffic: 450 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 450 (year 2039), Design Load: HS 20, Features Intersected: NORTH BUFFALO CREEK, Facility Carried by Structure: FM 360TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.516, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, 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: 9.2m (30.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: 216341, Location: 098272601 (Lat: 43.284350, Lng: -93.998678), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 3.94m (12.93ft), Average Daily Traffic: 450 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 450 (year 2039), Design Load: HS 20, Features Intersected: NORTH BUFFALO CREEK, Facility Carried by Structure: FM 360TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.516, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, 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: 9.2m (30.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: 216351, Location: 098272602 (Lat: 43.282822, Lng: -94.010017), Route carried "on" structure: County highway , Year Built: 1984, Status: Posted for load, Structure Length: 3.10m (10.17ft), Average Daily Traffic: 35 (year 2015), Average Future Daily Traffic: 35 (year 2041), Design Load: H 15, Features Intersected: NORTH BUFFALO CREEK, Facility Carried by Structure: LOC 230TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.446, 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: 11.9m (39.0ft), 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: Good, Channel: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.2 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 12.80m (41.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $12,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 216351, Location: 098272602 (Lat: 43.282822, Lng: -94.010017), Route carried "on" structure: County highway , Year Built: 1984, Status: Posted for load, Structure Length: 3.10m (10.17ft), Average Daily Traffic: 35 (year 2015), Average Future Daily Traffic: 35 (year 2041), Design Load: H 15, Features Intersected: NORTH BUFFALO CREEK, Facility Carried by Structure: LOC 230TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.446, 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: 11.9m (39.0ft), 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: Good, Channel: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.2 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 12.80m (41.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $12,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 216362, Location: 098272702 (Lat: 43.271317, Lng: -94.029733), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 3.39m (11.12ft), Average Daily Traffic: 340 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 340 (year 2039), Design Load: HL 93, Features Intersected: NORTH BUFFALO CREEK, Facility Carried by Structure: FM 220TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.375, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.9 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: 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 216362, Location: 098272702 (Lat: 43.271317, Lng: -94.029733), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 3.39m (11.12ft), Average Daily Traffic: 340 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 340 (year 2039), Design Load: HL 93, Features Intersected: NORTH BUFFALO CREEK, Facility Carried by Structure: FM 220TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.375, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.9 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: 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 216381, Location: 098273301 (Lat: 43.269928, Lng: -94.030644), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 15 (year 2015), Average Future Daily Traffic: 15 (year 2041), Design Load: HS 20, Features Intersected: DRAINAGE DITCH #7, Facility Carried by Structure: LOC 350TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.451, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 216381, Location: 098273301 (Lat: 43.269928, Lng: -94.030644), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 15 (year 2015), Average Future Daily Traffic: 15 (year 2041), Design Load: HS 20, Features Intersected: DRAINAGE DITCH #7, Facility Carried by Structure: LOC 350TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.451, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 86.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 216391, Location: 098273301 (Lat: 43.269928, Lng: -94.034175), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 15 (year 2015), Average Future Daily Traffic: 15 (year 2041), Design Load: H 20, Features Intersected: NORTH BUFFALO CREEK, Facility Carried by Structure: LOC 350TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.164, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 70.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 216391, Location: 098273301 (Lat: 43.269928, Lng: -94.034175), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 15 (year 2015), Average Future Daily Traffic: 15 (year 2041), Design Load: H 20, Features Intersected: NORTH BUFFALO CREEK, Facility Carried by Structure: LOC 350TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.164, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 70.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 216401, Location: 098273401 (Lat: 43.269931, Lng: -94.025519), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 15 (year 2015), Average Future Daily Traffic: 15 (year 2039), Design Load: HS 20, Features Intersected: LITTLE BUFFALO CREEK, Facility Carried by Structure: LOCAL 350TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.866, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 49.0 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: 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
Structure Number: 216401, Location: 098273401 (Lat: 43.269931, Lng: -94.025519), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 15 (year 2015), Average Future Daily Traffic: 15 (year 2039), Design Load: HS 20, Features Intersected: LITTLE BUFFALO CREEK, Facility Carried by Structure: LOCAL 350TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.866, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 49.0 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: 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
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Structure Number: 216422, Location: 098273402 (Lat: 43.258278, Lng: -94.029686), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 3.39m (11.12ft), Average Daily Traffic: 340 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 340 (year 2039), Design Load: HL 93, Features Intersected: NORTH BUFFALO CREEK, Facility Carried by Structure: FM 220TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.927, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.9 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: 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 216422, Location: 098273402 (Lat: 43.258278, Lng: -94.029686), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 3.39m (11.12ft), Average Daily Traffic: 340 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 340 (year 2039), Design Load: HL 93, Features Intersected: NORTH BUFFALO CREEK, Facility Carried by Structure: FM 220TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.927, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.9 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: 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 216432, Location: 098273402 (Lat: 43.266319, Lng: -94.029694), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 3.68m (12.07ft), Average Daily Traffic: 340 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 340 (year 2039), Design Load: HL 93, Features Intersected: NORTH BUFFALO CREEK, Facility Carried by Structure: FM 220TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.820, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.9 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: 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: 216432, Location: 098273402 (Lat: 43.266319, Lng: -94.029694), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 3.68m (12.07ft), Average Daily Traffic: 340 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 340 (year 2039), Design Load: HL 93, Features Intersected: NORTH BUFFALO CREEK, Facility Carried by Structure: FM 220TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.820, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.9 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: 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
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Structure Number: 216441, Location: 098273501 (Lat: 43.269881, Lng: -94.009969), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 15 (year 2015), Average Future Daily Traffic: 15 (year 2039), Design Load: HS 20, Features Intersected: LITTLE BUFFALO CREEK, Facility Carried by Structure: 350TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.129, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 62.9 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, 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
Structure Number: 216441, Location: 098273501 (Lat: 43.269881, Lng: -94.009969), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 15 (year 2015), Average Future Daily Traffic: 15 (year 2039), Design Load: HS 20, Features Intersected: LITTLE BUFFALO CREEK, Facility Carried by Structure: 350TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.129, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 62.9 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, 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