Bridge Statistics for Oelwein, Iowa (IA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 39Number of bridges
- 243ft / 74.1mTotal length
- 33,805Total average daily traffic
- 2,662Total average daily truck traffic
- 33,805Total future (year 2035) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Oelwein
- No street view available for this location
- New bridges - historical statistics
- 41900-1909
- 21910-1919
- 11920-1929
- 51950-1959
- 51960-1969
- 51970-1979
- 81980-1989
- 51990-1999
- 32000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 11960-1969
- Bridge Condition - Deck
- 4.8%Very good
- 19.0%Good
- 28.6%Satisfactory
- 28.6%Fair
- 19.0%Poor
- Bridge Condition - Superstructure
- 9.5%Very good
- 19.0%Good
- 38.1%Satisfactory
- 19.0%Fair
- 9.5%Poor
- 4.8%Serious
- Bridge Condition - Substructure
- 14.3%Very good
- 23.8%Good
- 4.8%Satisfactory
- 38.1%Fair
- 14.3%Poor
- 4.8%Serious
- Bridge Condition - Channel
- 13.2%Very good
- 39.5%Good
- 36.8%Satisfactory
- 7.9%Fair
- 2.6%Poor
- Bridge Condition - Culverts
- 11.1%Very good
- 11.1%Good
- 50.0%Satisfactory
- 16.7%Fair
- 5.6%Poor
- 5.6%Serious
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Structure Number: 892, Location: 000000000 (Lat: 42.663728, Lng: -91.920558), Route carried "on" structure: City street , Year Built: 1963, Status: Posted for load, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 760 (year 2013), Average Future Daily Traffic: 760 (year 2041), Design Load: H 15, Features Intersected: OTTER CREEK, Facility Carried by Structure: 10TH ST SW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.235, Lanes on structure: 2, Owner: City or Municipal 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: 18.0m (59.1ft), 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: 7.9m (25.9ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 31.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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: 18.90m (62.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $369,000, Roadway Improvement Cost: $85,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 892, Location: 000000000 (Lat: 42.663728, Lng: -91.920558), Route carried "on" structure: City street , Year Built: 1963, Status: Posted for load, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 760 (year 2013), Average Future Daily Traffic: 760 (year 2041), Design Load: H 15, Features Intersected: OTTER CREEK, Facility Carried by Structure: 10TH ST SW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.235, Lanes on structure: 2, Owner: City or Municipal 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: 18.0m (59.1ft), 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: 7.9m (25.9ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 31.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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: 18.90m (62.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $369,000, Roadway Improvement Cost: $85,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 895, Location: 000000000 (Lat: 42.678442, Lng: -91.914936), Route carried "on" structure: City street , Year Built: 1905, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,860 (year 2017), Average Future Daily Traffic: 2,860 (year 2041), Features Intersected: DRY RUN CREEK, Facility Carried by Structure: W CHARLES ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.907, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Channel: Satisfactory, Culverts: Serious, Operating Rating: 23.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $45,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 895, Location: 000000000 (Lat: 42.678442, Lng: -91.914936), Route carried "on" structure: City street , Year Built: 1905, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,860 (year 2017), Average Future Daily Traffic: 2,860 (year 2041), Features Intersected: DRY RUN CREEK, Facility Carried by Structure: W CHARLES ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.907, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Channel: Satisfactory, Culverts: Serious, Operating Rating: 23.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $45,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 897, Location: 000000000 (Lat: 42.681331, Lng: -91.909144), Route carried "on" structure: City street , Year Built: 1900, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 270 (year 2005), Average Future Daily Traffic: 270 (year 2041), Features Intersected: DRY RUN CREEK, Facility Carried by Structure: 2ND ST NE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.286, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Poor, Channel: Satisfactory, Operating Rating: 9.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 897, Location: 000000000 (Lat: 42.681331, Lng: -91.909144), Route carried "on" structure: City street , Year Built: 1900, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 270 (year 2005), Average Future Daily Traffic: 270 (year 2041), Features Intersected: DRY RUN CREEK, Facility Carried by Structure: 2ND ST NE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.286, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Poor, Channel: Satisfactory, Operating Rating: 9.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $100,000, 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: 8975, Location: 000000000 (Lat: 42.677369, Lng: -91.916419), Route carried "on" structure: City street , Year Built: 1900, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 750 (year 2021), Average Future Daily Traffic: 750 (year 2041), Features Intersected: DRY RUN CREEK, Facility Carried by Structure: 2ND AVE SW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.665, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 23.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $20,000
Structure Number: 8975, Location: 000000000 (Lat: 42.677369, Lng: -91.916419), Route carried "on" structure: City street , Year Built: 1900, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 750 (year 2021), Average Future Daily Traffic: 750 (year 2041), Features Intersected: DRY RUN CREEK, Facility Carried by Structure: 2ND AVE SW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.665, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 23.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $20,000
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Structure Number: 898, Location: 000000000 (Lat: 42.677758, Lng: -91.915278), Route carried "on" structure: City street , Year Built: 1900, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,350 (year 1981), Average Future Daily Traffic: 1,350 (year 2041), Features Intersected: DRY RUN CREEK, Facility Carried by Structure: 1ST AVE SW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.376, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 23.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $20,000
Structure Number: 898, Location: 000000000 (Lat: 42.677758, Lng: -91.915278), Route carried "on" structure: City street , Year Built: 1900, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,350 (year 1981), Average Future Daily Traffic: 1,350 (year 2041), Features Intersected: DRY RUN CREEK, Facility Carried by Structure: 1ST AVE SW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.376, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 23.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $20,000
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Structure Number: 16061, Location: 1.7 mi. W of Jct. IA 150 (Lat: 42.641906, Lng: -91.938169), Route carried "on" structure: State highway 281, Year Built: 1986, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 2,630 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 2,630 (year 2041), Design Load: HS 20, Features Intersected: HUNTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.841, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 83.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 16061, Location: 1.7 mi. W of Jct. IA 150 (Lat: 42.641906, Lng: -91.938169), Route carried "on" structure: State highway 281, Year Built: 1986, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 2,630 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 2,630 (year 2041), Design Load: HS 20, Features Intersected: HUNTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.841, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 83.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 16071, Location: 0.3 MI. W OF JCT. IA 150 (Lat: 42.642106, Lng: -91.913214), Route carried "on" structure: State highway 281, Year Built: 1986, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 2,630 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 2,630 (year 2041), Design Load: HS 20, Features Intersected: OTTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.888, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 90.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 16071, Location: 0.3 MI. W OF JCT. IA 150 (Lat: 42.642106, Lng: -91.913214), Route carried "on" structure: State highway 281, Year Built: 1986, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 2,630 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 2,630 (year 2041), Design Load: HS 20, Features Intersected: OTTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.888, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 90.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2444, Location: 2.4 MI. W OF JCT. IA 150 (Lat: 42.714950, Lng: -91.961181), Route carried "on" structure: State highway 3, Year Built: 1922, Year Reconstructed: 1959, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 1,450 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,450 (year 2041), Design Load: H 20, Features Intersected: OTTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 397.992, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.5 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: April 2021, Underwater Inspection Date: April 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2444, Location: 2.4 MI. W OF JCT. IA 150 (Lat: 42.714950, Lng: -91.961181), Route carried "on" structure: State highway 3, Year Built: 1922, Year Reconstructed: 1959, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 1,450 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,450 (year 2041), Design Load: H 20, Features Intersected: OTTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 397.992, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.5 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: April 2021, Underwater Inspection Date: April 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 24461, Location: .25 MI. S OF N JCT IA 150 (Lat: 42.711308, Lng: -91.913100), Route carried "on" structure: State highway 3, Year Built: 1978, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 2,690 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,690 (year 2041), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 402.251, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 24461, Location: .25 MI. S OF N JCT IA 150 (Lat: 42.711308, Lng: -91.913100), Route carried "on" structure: State highway 3, Year Built: 1978, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 2,690 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,690 (year 2041), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 402.251, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 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: 2447, Location: 1.2 MI. E OF N JCT IA 150 (Lat: 42.697894, Lng: -91.913211), Route carried "on" structure: State highway 3, Year Built: 1955, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 2,690 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,690 (year 2042), Design Load: H 20, Features Intersected: OTTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 403.739, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 31.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 18.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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: Febuary 2022
Structure Number: 2447, Location: 1.2 MI. E OF N JCT IA 150 (Lat: 42.697894, Lng: -91.913211), Route carried "on" structure: State highway 3, Year Built: 1955, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 2,690 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,690 (year 2042), Design Load: H 20, Features Intersected: OTTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 403.739, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 31.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 18.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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: Febuary 2022
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Structure Number: 24481, Location: 000000000 (Lat: 42.680753, Lng: -91.913333), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 1,460 (year 2017), Average Future Daily Traffic: 1,460 (year 2041), Design Load: HS 20, Features Intersected: DRY RUN CREEK, Facility Carried by Structure: FREDERICK AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.253, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 29.8 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: 23.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 24481, Location: 000000000 (Lat: 42.680753, Lng: -91.913333), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 1,460 (year 2017), Average Future Daily Traffic: 1,460 (year 2041), Design Load: HS 20, Features Intersected: DRY RUN CREEK, Facility Carried by Structure: FREDERICK AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.253, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 29.8 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: 23.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 24491, Location: 3.3 MI. E OF Jct. IA 150 (Lat: 42.679931, Lng: -91.847600), Route carried "on" structure: State highway 3, Year Built: 1988, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,590 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,590 (year 2041), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 411.205, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 36.9 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: 28.5 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 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: June 2021
Structure Number: 24491, Location: 3.3 MI. E OF Jct. IA 150 (Lat: 42.679931, Lng: -91.847600), Route carried "on" structure: State highway 3, Year Built: 1988, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,590 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,590 (year 2041), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 411.205, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 36.9 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: 28.5 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 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: June 2021
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Structure Number: 2467, Location: 0.2 MI. N OF JCT. IA #3 (Lat: 42.714800, Lng: -91.908831), Route carried "on" structure: State highway 150, Year Built: 1969, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,370 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,370 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.389, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 51.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 2467, Location: 0.2 MI. N OF JCT. IA #3 (Lat: 42.714800, Lng: -91.908831), Route carried "on" structure: State highway 150, Year Built: 1969, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,370 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,370 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.389, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 51.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 83771, Location: 090090201 (Lat: 42.642992, Lng: -91.880753), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 130 (year 2017), Average Future Daily Traffic: 130 (year 2041), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: LOC 100TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.529, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 42.1 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: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 83771, Location: 090090201 (Lat: 42.642992, Lng: -91.880753), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 130 (year 2017), Average Future Daily Traffic: 130 (year 2041), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: LOC 100TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.529, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 42.1 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: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 83821, Location: 090090407 (Lat: 42.635586, Lng: -91.915111), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 25 (year 2013), Average Future Daily Traffic: 25 (year 2041), Design Load: HS 20, Features Intersected: OTTER CREEK, Facility Carried by Structure: 105TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.295, 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-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 80.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 83821, Location: 090090407 (Lat: 42.635586, Lng: -91.915111), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 25 (year 2013), Average Future Daily Traffic: 25 (year 2041), Design Load: HS 20, Features Intersected: OTTER CREEK, Facility Carried by Structure: 105TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.295, 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-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 80.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8384, Location: 090090502 (Lat: 42.637667, Lng: -91.943250), Route carried "on" structure: County highway , Year Built: 1959, Status: Posted for load-capacity, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 70 (year 2013), Average Future Daily Traffic: 70 (year 2041), Design Load: H 15, Features Intersected: SMALL STREAM, Facility Carried by Structure: LOC HARRISON AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.477, 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: 9.1m (29.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 31.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.90m (35.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $186,000, Roadway Improvement Cost: $30,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8384, Location: 090090502 (Lat: 42.637667, Lng: -91.943250), Route carried "on" structure: County highway , Year Built: 1959, Status: Posted for load-capacity, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 70 (year 2013), Average Future Daily Traffic: 70 (year 2041), Design Load: H 15, Features Intersected: SMALL STREAM, Facility Carried by Structure: LOC HARRISON AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.477, 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: 9.1m (29.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 31.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.90m (35.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $186,000, Roadway Improvement Cost: $30,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8385, Location: 090090701 (Lat: 42.627683, Lng: -91.962281), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 70 (year 2013), Average Future Daily Traffic: 70 (year 2041), Design Load: H 15, Features Intersected: SMALL STREAM, Facility Carried by Structure: LOC 110TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.954, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 25.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $92,000, Roadway Improvement Cost: $30,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8385, Location: 090090701 (Lat: 42.627683, Lng: -91.962281), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 70 (year 2013), Average Future Daily Traffic: 70 (year 2041), Design Load: H 15, Features Intersected: SMALL STREAM, Facility Carried by Structure: LOC 110TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.954, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 25.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $92,000, Roadway Improvement Cost: $30,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8387, Location: 090090701 (Lat: 42.628203, Lng: -91.945336), Route carried "on" structure: County highway , Year Built: 1963, Status: Posted for load-capacity, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 70 (year 2013), Average Future Daily Traffic: 70 (year 2041), Design Load: H 15, Features Intersected: HUNTER CR, Facility Carried by Structure: LOC 110TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.344, 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: 6.1m (20.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.60m (34.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $181,000, Roadway Improvement Cost: $30,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8387, Location: 090090701 (Lat: 42.628203, Lng: -91.945336), Route carried "on" structure: County highway , Year Built: 1963, Status: Posted for load-capacity, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 70 (year 2013), Average Future Daily Traffic: 70 (year 2041), Design Load: H 15, Features Intersected: HUNTER CR, Facility Carried by Structure: LOC 110TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.344, 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: 6.1m (20.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.60m (34.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $181,000, Roadway Improvement Cost: $30,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 149621, Location: 091091004 (Lat: 42.704681, Lng: -91.893450), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 20 (year 2021), Average Future Daily Traffic: 20 (year 2041), Design Load: HL 93, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: OUTER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.317, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: October 2021
Structure Number: 149621, Location: 091091004 (Lat: 42.704681, Lng: -91.893450), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 20 (year 2021), Average Future Daily Traffic: 20 (year 2041), Design Load: HL 93, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: OUTER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.317, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: October 2021
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Structure Number: 149631, Location: 091091603 (Lat: 42.700556, Lng: -91.904861), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 80 (year 2017), Average Future Daily Traffic: 80 (year 2041), Design Load: HS 20, Features Intersected: UNAMED CREEK, Facility Carried by Structure: 50TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 149631, Location: 091091603 (Lat: 42.700556, Lng: -91.904861), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 80 (year 2017), Average Future Daily Traffic: 80 (year 2041), Design Load: HS 20, Features Intersected: UNAMED CREEK, Facility Carried by Structure: 50TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 149641, Location: 091091703 (Lat: 42.700108, Lng: -91.927842), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 60 (year 2017), Average Future Daily Traffic: 60 (year 2041), Design Load: HS 20, Features Intersected: UNAMED CR, Facility Carried by Structure: 50TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.601, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 149641, Location: 091091703 (Lat: 42.700108, Lng: -91.927842), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 60 (year 2017), Average Future Daily Traffic: 60 (year 2041), Design Load: HS 20, Features Intersected: UNAMED CR, Facility Carried by Structure: 50TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.601, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 14966, Location: 091091704 (Lat: 42.689797, Lng: -91.943072), Route carried "on" structure: County highway , Year Built: 1917, Status: Posted for load, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 20 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 20 (year 2041), Features Intersected: UNAMED CR, Facility Carried by Structure: R AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.457, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 8.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 6.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $95,000, Roadway Improvement Cost: $15,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 14966, Location: 091091704 (Lat: 42.689797, Lng: -91.943072), Route carried "on" structure: County highway , Year Built: 1917, Status: Posted for load, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 20 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 20 (year 2041), Features Intersected: UNAMED CR, Facility Carried by Structure: R AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.457, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 8.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 6.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $95,000, Roadway Improvement Cost: $15,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 149665, Location: 091091706 (Lat: 42.694208, Lng: -91.935803), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 410 (year 2021), Average Future Daily Traffic: 410 (year 2041), Features Intersected: UNNAMED CREEK, Facility Carried by Structure: W-14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.748, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 149665, Location: 091091706 (Lat: 42.694208, Lng: -91.935803), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 410 (year 2021), Average Future Daily Traffic: 410 (year 2041), Features Intersected: UNNAMED CREEK, Facility Carried by Structure: W-14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.748, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 149671, Location: 091091801 (Lat: 42.700283, Lng: -91.946008), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 60 (year 2017), Average Future Daily Traffic: 60 (year 2041), Design Load: HS 20, Features Intersected: OTTER CREEK, Facility Carried by Structure: 50TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.113, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 28.5 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: 21.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: October 2021
Structure Number: 149671, Location: 091091801 (Lat: 42.700283, Lng: -91.946008), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 60 (year 2017), Average Future Daily Traffic: 60 (year 2041), Design Load: HS 20, Features Intersected: OTTER CREEK, Facility Carried by Structure: 50TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.113, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 28.5 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: 21.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: October 2021
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Structure Number: 14968, Location: 091091803 (Lat: 42.692967, Lng: -91.948831), Route carried "on" structure: County highway , Year Built: 1956, Status: Closed, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 15 (year 2017), Average Future Daily Traffic: 15 (year 2035), Features Intersected: OTTER CR, Facility Carried by Structure: ROSE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.066, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Poor, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, 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 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2015, Critical Feature Inspection Date: October 2015, Bridge Improvement Cost: $130,000, Roadway Improvement Cost: $10,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 14968, Location: 091091803 (Lat: 42.692967, Lng: -91.948831), Route carried "on" structure: County highway , Year Built: 1956, Status: Closed, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 15 (year 2017), Average Future Daily Traffic: 15 (year 2035), Features Intersected: OTTER CR, Facility Carried by Structure: ROSE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.066, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Poor, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, 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 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2015, Critical Feature Inspection Date: October 2015, Bridge Improvement Cost: $130,000, Roadway Improvement Cost: $10,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 14969, Location: 091091903 (Lat: 42.685978, Lng: -91.947292), Route carried "on" structure: County highway , Year Built: 1917, Status: Posted for load, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 90 (year 2017), Average Future Daily Traffic: 90 (year 2041), Features Intersected: OTTER CR, Facility Carried by Structure: 40TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.034, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 8.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 6.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 12.50m (41.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $140,000, Roadway Improvement Cost: $40,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 14969, Location: 091091903 (Lat: 42.685978, Lng: -91.947292), Route carried "on" structure: County highway , Year Built: 1917, Status: Posted for load, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 90 (year 2017), Average Future Daily Traffic: 90 (year 2041), Features Intersected: OTTER CR, Facility Carried by Structure: 40TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.034, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 8.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 6.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 12.50m (41.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $140,000, Roadway Improvement Cost: $40,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 149695, Location: 000000000 (Lat: 42.678353, Lng: -91.937881), Route carried "on" structure: City street , Year Built: 1950, Status: Posted for load, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 610 (year 2017), Average Future Daily Traffic: 610 (year 2041), Design Load: H 15, Features Intersected: OTTER CREEK, Facility Carried by Structure: W.CHARLES ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.023, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 17.8 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: 13.9 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 21.40m (70.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $417,000, Roadway Improvement Cost: $96,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 149695, Location: 000000000 (Lat: 42.678353, Lng: -91.937881), Route carried "on" structure: City street , Year Built: 1950, Status: Posted for load, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 610 (year 2017), Average Future Daily Traffic: 610 (year 2041), Design Load: H 15, Features Intersected: OTTER CREEK, Facility Carried by Structure: W.CHARLES ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.023, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 17.8 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: 13.9 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 21.40m (70.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $417,000, Roadway Improvement Cost: $96,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 149711, Location: 091092401 (Lat: 42.687192, Lng: -91.848919), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 80 (year 2017), Average Future Daily Traffic: 80 (year 2041), Design Load: HS 20, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: 40TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.040, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 149711, Location: 091092401 (Lat: 42.687192, Lng: -91.848919), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 80 (year 2017), Average Future Daily Traffic: 80 (year 2041), Design Load: HS 20, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: 40TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.040, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 149735, Location: 091092712 (Lat: 42.661547, Lng: -91.896981), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 1,590 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 1,590 (year 2041), Design Load: H 20, Features Intersected: ABANDON RR, Facility Carried by Structure: OUTER RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.166, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), 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: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 149735, Location: 091092712 (Lat: 42.661547, Lng: -91.896981), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 1,590 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 1,590 (year 2041), Design Load: H 20, Features Intersected: ABANDON RR, Facility Carried by Structure: OUTER RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.166, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), 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: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 149741, Location: 091093001 (Lat: 42.671222, Lng: -91.954358), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 80 (year 2017), Average Future Daily Traffic: 80 (year 2041), Design Load: HS 20, Features Intersected: HUNTER CREEK, Facility Carried by Structure: 30TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.433, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: October 2021
Structure Number: 149741, Location: 091093001 (Lat: 42.671222, Lng: -91.954358), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 80 (year 2017), Average Future Daily Traffic: 80 (year 2041), Design Load: HS 20, Features Intersected: HUNTER CREEK, Facility Carried by Structure: 30TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.433, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: October 2021
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Structure Number: 149751, Location: 091093003 (Lat: 42.663914, Lng: -91.952125), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 5 (year 2017), Average Future Daily Traffic: 5 (year 2041), Design Load: HS 20, Features Intersected: HUNTER CR, Facility Carried by Structure: 25TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.245, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 149751, Location: 091093003 (Lat: 42.663914, Lng: -91.952125), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 5 (year 2017), Average Future Daily Traffic: 5 (year 2041), Design Load: HS 20, Features Intersected: HUNTER CR, Facility Carried by Structure: 25TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.245, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 149761, Location: 091093101 (Lat: 42.656561, Lng: -91.944786), Route carried "on" structure: County highway , Year Built: 1998, Status: Posted for load, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 35 (year 2021), Average Future Daily Traffic: 35 (year 2041), Design Load: HS 20, Features Intersected: HUNTER CREEK, Facility Carried by Structure: 20TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.243, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 22.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021
Structure Number: 149761, Location: 091093101 (Lat: 42.656561, Lng: -91.944786), Route carried "on" structure: County highway , Year Built: 1998, Status: Posted for load, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 35 (year 2021), Average Future Daily Traffic: 35 (year 2041), Design Load: HS 20, Features Intersected: HUNTER CREEK, Facility Carried by Structure: 20TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.243, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 22.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021
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Structure Number: 149771, Location: 091093202 (Lat: 42.650728, Lng: -91.943086), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 60 (year 2017), Average Future Daily Traffic: 60 (year 2041), Design Load: HS 20, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: R AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.977, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: October 2021
Structure Number: 149771, Location: 091093202 (Lat: 42.650728, Lng: -91.943086), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 60 (year 2017), Average Future Daily Traffic: 60 (year 2041), Design Load: HS 20, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: R AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.977, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: October 2021
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Structure Number: 14978, Location: 091093405 (Lat: 42.653778, Lng: -91.887281), Route carried "on" structure: County highway , Year Built: 1962, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 70 (year 2021), Average Future Daily Traffic: 70 (year 2041), Features Intersected: UNNAMED CREEK, Facility Carried by Structure: 18TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.352, 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: 10.4m (34.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Very good, Operating Rating: 29.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $65,000, Roadway Improvement Cost: $6,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 14978, Location: 091093405 (Lat: 42.653778, Lng: -91.887281), Route carried "on" structure: County highway , Year Built: 1962, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 70 (year 2021), Average Future Daily Traffic: 70 (year 2041), Features Intersected: UNNAMED CREEK, Facility Carried by Structure: 18TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.352, 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: 10.4m (34.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Very good, Operating Rating: 29.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $65,000, Roadway Improvement Cost: $6,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 14999, Location: 091102401 (Lat: 42.685842, Lng: -91.962525), Route carried "on" structure: County highway , Year Built: 1950, Year Reconstructed: 1965, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 480 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 480 (year 2040), Features Intersected: HUNTER CREEK, Facility Carried by Structure: 40TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.757, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 14999, Location: 091102401 (Lat: 42.685842, Lng: -91.962525), Route carried "on" structure: County highway , Year Built: 1950, Year Reconstructed: 1965, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 480 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 480 (year 2040), Features Intersected: HUNTER CREEK, Facility Carried by Structure: 40TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.757, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 363165, Location: 091101301 (Lat: 42.700403, Lng: -91.976425), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 25 (year 2017), Average Future Daily Traffic: 25 (year 2040), Design Load: HS 20, Features Intersected: SMALL, Facility Carried by Structure: 50TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.621, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: October 2020
Structure Number: 363165, Location: 091101301 (Lat: 42.700403, Lng: -91.976425), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 25 (year 2017), Average Future Daily Traffic: 25 (year 2040), Design Load: HS 20, Features Intersected: SMALL, Facility Carried by Structure: 50TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.621, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: October 2020
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Structure Number: 50246, Location: 091092802 (Lat: 42.665700, Lng: -91.923447), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 850 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 850 (year 2041), Design Load: HS 20, Features Intersected: OTTER CREEK, Facility Carried by Structure: 6TH AVE SW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.651, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 50246, Location: 091092802 (Lat: 42.665700, Lng: -91.923447), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 850 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 850 (year 2041), Design Load: HS 20, Features Intersected: OTTER CREEK, Facility Carried by Structure: 6TH AVE SW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.651, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 50247, Location: 000000000 (Lat: 42.671553, Lng: -91.923436), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,080 (year 2017), Average Future Daily Traffic: 1,080 (year 2041), Design Load: H 20, Features Intersected: DRY RUN CREEK, Facility Carried by Structure: 6TH AVE SW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.286, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 50247, Location: 000000000 (Lat: 42.671553, Lng: -91.923436), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,080 (year 2017), Average Future Daily Traffic: 1,080 (year 2041), Design Load: H 20, Features Intersected: DRY RUN CREEK, Facility Carried by Structure: 6TH AVE SW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.286, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 605705, Location: 0.1 mi. N of S Jct IA 150 (Lat: 42.680569, Lng: -91.912106), Route carried "on" structure: State highway 3, Year Built: 1986, Status: Open, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 4,220 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,220 (year 2041), Design Load: HS 20, Features Intersected: OTTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 405.698, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 4.0m (13.1ft), Right: 4.0m (13.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 52.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 605705, Location: 0.1 mi. N of S Jct IA 150 (Lat: 42.680569, Lng: -91.912106), Route carried "on" structure: State highway 3, Year Built: 1986, Status: Open, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 4,220 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,220 (year 2041), Design Load: HS 20, Features Intersected: OTTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 405.698, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 4.0m (13.1ft), Right: 4.0m (13.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 52.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing