Bridge Statistics for Lone Rock, Iowa (IA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 151ft / 45.7mTotal length
- 2,145Total average daily traffic
- 294Total average daily truck traffic
- 2,145Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Lone Rock
- No street view available for this location
- New bridges - historical statistics
- 21970-1979
- 51980-1989
- 41990-1999
- 42010-2019
- 12020-2022
- Bridge Condition - Deck
- 26.7%Very good
- 60.0%Good
- 13.3%Satisfactory
- Bridge Condition - Superstructure
- 33.3%Very good
- 53.3%Good
- 13.3%Satisfactory
- Bridge Condition - Substructure
- 26.7%Very good
- 53.3%Good
- 6.7%Satisfactory
- 6.7%Fair
- 6.7%Poor
- Bridge Condition - Channel
- 25.0%Very good
- 37.5%Good
- 31.3%Satisfactory
- 6.3%Poor
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Structure Number: 215311, Location: 096290602 (Lat: 43.167753, Lng: -94.324669), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 3.89m (12.76ft), Average Daily Traffic: 45 (year 2015), Average Future Daily Traffic: 45 (year 2041), Design Load: H 15, Features Intersected: BLACK CAT CREEK, Facility Carried by Structure: LOC 70TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.471, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 15.80m (51.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $158,000, Roadway Improvement Cost: $15,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 215311, Location: 096290602 (Lat: 43.167753, Lng: -94.324669), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 3.89m (12.76ft), Average Daily Traffic: 45 (year 2015), Average Future Daily Traffic: 45 (year 2041), Design Load: H 15, Features Intersected: BLACK CAT CREEK, Facility Carried by Structure: LOC 70TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.471, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 15.80m (51.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $158,000, Roadway Improvement Cost: $15,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 215401, Location: 096300101 (Lat: 43.168714, Lng: -94.335756), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 15 (year 2019), Average Future Daily Traffic: 15 (year 2041), Design Load: H 15, Features Intersected: BLACK CAT CREEK, Facility Carried by Structure: FM 280TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.699, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Poor, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 15.70m (51.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $157,000, Roadway Improvement Cost: $15,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 215401, Location: 096300101 (Lat: 43.168714, Lng: -94.335756), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 15 (year 2019), Average Future Daily Traffic: 15 (year 2041), Design Load: H 15, Features Intersected: BLACK CAT CREEK, Facility Carried by Structure: FM 280TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.699, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Poor, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 15.70m (51.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $157,000, Roadway Improvement Cost: $15,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 215992, Location: 097291702 (Lat: 43.221892, Lng: -94.306286), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 15 (year 2019), Average Future Daily Traffic: 15 (year 2041), Design Load: HS 20, Features Intersected: CALAMUS CREEK, Facility Carried by Structure: LOC 80TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.873, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 67.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 215992, Location: 097291702 (Lat: 43.221892, Lng: -94.306286), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 15 (year 2019), Average Future Daily Traffic: 15 (year 2041), Design Load: HS 20, Features Intersected: CALAMUS CREEK, Facility Carried by Structure: LOC 80TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.873, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 67.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 216001, Location: 097291801 (Lat: 43.226478, Lng: -94.315378), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.78m (5.84ft), Average Daily Traffic: 15 (year 2015), Average Future Daily Traffic: 15 (year 2039), Design Load: HS 20, Features Intersected: CALAMUS CREEK, Facility Carried by Structure: LOC 320TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.417, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 75.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 216001, Location: 097291801 (Lat: 43.226478, Lng: -94.315378), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.78m (5.84ft), Average Daily Traffic: 15 (year 2015), Average Future Daily Traffic: 15 (year 2039), Design Load: HS 20, Features Intersected: CALAMUS CREEK, Facility Carried by Structure: LOC 320TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.417, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 75.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 216011, Location: 097292001 (Lat: 43.211975, Lng: -94.296994), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 680 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 680 (year 2041), Design Load: HS 20, Features Intersected: CALAMUS CREEK, Facility Carried by Structure: B19 310TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.848, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 216011, Location: 097292001 (Lat: 43.211975, Lng: -94.296994), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 680 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 680 (year 2041), Design Load: HS 20, Features Intersected: CALAMUS CREEK, Facility Carried by Structure: B19 310TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.848, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 216021, Location: 097292901 (Lat: 43.197436, Lng: -94.296819), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 50 (year 2015), Average Future Daily Traffic: 50 (year 2039), Design Load: HL 93, Features Intersected: CALAMUS CREEK, Facility Carried by Structure: 300TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.645, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 216021, Location: 097292901 (Lat: 43.197436, Lng: -94.296819), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 50 (year 2015), Average Future Daily Traffic: 50 (year 2039), Design Load: HL 93, Features Intersected: CALAMUS CREEK, Facility Carried by Structure: 300TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.645, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 216031, Location: 097293201 (Lat: 43.182886, Lng: -94.288142), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 2.76m (9.06ft), Average Daily Traffic: 30 (year 2015), Average Future Daily Traffic: 30 (year 2039), Design Load: HS 20, Features Intersected: CALAMUS CREEK, Facility Carried by Structure: LOC 290TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.563, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 216031, Location: 097293201 (Lat: 43.182886, Lng: -94.288142), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 2.76m (9.06ft), Average Daily Traffic: 30 (year 2015), Average Future Daily Traffic: 30 (year 2039), Design Load: HS 20, Features Intersected: CALAMUS CREEK, Facility Carried by Structure: LOC 290TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.563, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 216041, Location: 097293302 (Lat: 43.169414, Lng: -94.285961), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 340 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 340 (year 2039), Design Load: HL 93, Features Intersected: CALAMUS CREEK, Facility Carried by Structure: P30 90TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.034, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 216041, Location: 097293302 (Lat: 43.169414, Lng: -94.285961), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 340 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 340 (year 2039), Design Load: HL 93, Features Intersected: CALAMUS CREEK, Facility Carried by Structure: P30 90TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.034, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 216051, Location: 097293302 (Lat: 43.173922, Lng: -94.286242), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 3.18m (10.43ft), Average Daily Traffic: 340 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 340 (year 2041), Design Load: HL 93, Features Intersected: CALAMUS CREEK, Facility Carried by Structure: P30 90TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.536, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 216051, Location: 097293302 (Lat: 43.173922, Lng: -94.286242), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 3.18m (10.43ft), Average Daily Traffic: 340 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 340 (year 2041), Design Load: HL 93, Features Intersected: CALAMUS CREEK, Facility Carried by Structure: P30 90TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.536, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 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: 216061, Location: 097293302 (Lat: 43.176811, Lng: -94.286342), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 2.85m (9.35ft), Average Daily Traffic: 340 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 340 (year 2041), Design Load: HL 93, Features Intersected: CALAMUS CREEK, Facility Carried by Structure: P30 90TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.857, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 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: 216061, Location: 097293302 (Lat: 43.176811, Lng: -94.286342), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 2.85m (9.35ft), Average Daily Traffic: 340 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 340 (year 2041), Design Load: HL 93, Features Intersected: CALAMUS CREEK, Facility Carried by Structure: P30 90TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.857, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 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: 216081, Location: 097300202 (Lat: 43.254811, Lng: -94.364150), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 25 (year 2015), Average Future Daily Traffic: 25 (year 2041), Design Load: H 15, Features Intersected: CALAMUS CREEK, Facility Carried by Structure: LOC 50TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.748, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 37.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 216081, Location: 097300202 (Lat: 43.254811, Lng: -94.364150), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 25 (year 2015), Average Future Daily Traffic: 25 (year 2041), Design Load: H 15, Features Intersected: CALAMUS CREEK, Facility Carried by Structure: LOC 50TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.748, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 37.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 216171, Location: 097302302 (Lat: 43.204914, Lng: -94.364047), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 2.75m (9.02ft), Average Daily Traffic: 180 (year 2019), Average Future Daily Traffic: 180 (year 2041), Design Load: H 20, Features Intersected: BLACK CAT CREEK, Facility Carried by Structure: FM 50TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.204, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 48.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 216171, Location: 097302302 (Lat: 43.204914, Lng: -94.364047), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 2.75m (9.02ft), Average Daily Traffic: 180 (year 2019), Average Future Daily Traffic: 180 (year 2041), Design Load: H 20, Features Intersected: BLACK CAT CREEK, Facility Carried by Structure: FM 50TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.204, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 48.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 216181, Location: 097302501 (Lat: 43.197703, Lng: -94.339294), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 10 (year 2015), Average Future Daily Traffic: 10 (year 2039), Design Load: HS 20, Features Intersected: BLACK CAT CREEK, Facility Carried by Structure: LOC 300TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.193, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 75.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 216181, Location: 097302501 (Lat: 43.197703, Lng: -94.339294), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 10 (year 2015), Average Future Daily Traffic: 10 (year 2039), Design Load: HS 20, Features Intersected: BLACK CAT CREEK, Facility Carried by Structure: LOC 300TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.193, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 75.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 216191, Location: 097302502 (Lat: 43.188856, Lng: -94.344336), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 3.89m (12.76ft), Average Daily Traffic: 10 (year 2015), Average Future Daily Traffic: 10 (year 2041), Design Load: H 15, Features Intersected: BLACK CAT CREEK, Facility Carried by Structure: LOC 60TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.207, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.60m (51.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $15,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 216191, Location: 097302502 (Lat: 43.188856, Lng: -94.344336), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 3.89m (12.76ft), Average Daily Traffic: 10 (year 2015), Average Future Daily Traffic: 10 (year 2041), Design Load: H 15, Features Intersected: BLACK CAT CREEK, Facility Carried by Structure: LOC 60TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.207, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.60m (51.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $15,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 216231, Location: 097303501 (Lat: 43.183250, Lng: -94.348700), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 3.88m (12.73ft), Average Daily Traffic: 40 (year 2015), Average Future Daily Traffic: 40 (year 2041), Design Load: H 15, Features Intersected: BLACK CAT CREEK, Facility Carried by Structure: LOC 290TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.640, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.60m (51.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $15,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 216231, Location: 097303501 (Lat: 43.183250, Lng: -94.348700), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 3.88m (12.73ft), Average Daily Traffic: 40 (year 2015), Average Future Daily Traffic: 40 (year 2041), Design Load: H 15, Features Intersected: BLACK CAT CREEK, Facility Carried by Structure: LOC 290TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.640, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.60m (51.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $15,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 216241, Location: 097303602 (Lat: 43.178833, Lng: -94.344381), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 3.94m (12.93ft), Average Daily Traffic: 10 (year 2015), Average Future Daily Traffic: 10 (year 2039), Design Load: HS 20, Features Intersected: BLACK CAT CREEK, Facility Carried by Structure: LOC 60TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.093, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 87.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 216241, Location: 097303602 (Lat: 43.178833, Lng: -94.344381), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 3.94m (12.93ft), Average Daily Traffic: 10 (year 2015), Average Future Daily Traffic: 10 (year 2039), Design Load: HS 20, Features Intersected: BLACK CAT CREEK, Facility Carried by Structure: LOC 60TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.093, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 87.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete