Bridge Statistics for Rockwell, Iowa (IA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 174ft / 53.3mTotal length
- 20,085Total average daily traffic
- 2,209Total average daily truck traffic
- 20,085Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Rockwell
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21930-1939
- 21950-1959
- 11960-1969
- 51970-1979
- 31980-1989
- 12000-2009
- 32010-2019
- 52020-2022
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 01970-1979
- 01980-1989
- 01990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 30.8%Excellent
- 30.8%Very good
- 23.1%Good
- 7.7%Satisfactory
- 7.7%Fair
- Bridge Condition - Superstructure
- 30.8%Excellent
- 15.4%Very good
- 38.5%Good
- 15.4%Satisfactory
- Bridge Condition - Substructure
- 30.8%Excellent
- 30.8%Good
- 23.1%Satisfactory
- 7.7%Fair
- 7.7%Poor
- Bridge Condition - Channel
- 21.7%Excellent
- 30.4%Very good
- 30.4%Good
- 17.4%Satisfactory
- Bridge Condition - Culverts
- 10.0%Excellent
- 20.0%Very good
- 40.0%Good
- 30.0%Satisfactory
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Structure Number: 10061, Location: .25 M E. of Hwy 65 (Lat: 42.980094, Lng: -93.195303), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 2.25m (7.38ft), Average Daily Traffic: 1,370 (year 2017), Average Future Daily Traffic: 1,370 (year 2040), Design Load: HL 93, Features Intersected: E BR BEAVER DAM CREEK, Facility Carried by Structure: W MADISON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.8m (71.5ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 59.3 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: 45.7 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10061, Location: .25 M E. of Hwy 65 (Lat: 42.980094, Lng: -93.195303), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 2.25m (7.38ft), Average Daily Traffic: 1,370 (year 2017), Average Future Daily Traffic: 1,370 (year 2040), Design Load: HL 93, Features Intersected: E BR BEAVER DAM CREEK, Facility Carried by Structure: W MADISON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.8m (71.5ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 59.3 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: 45.7 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1887, Location: 3.5 MI. N OF S.R. C13 (Lat: 42.949125, Lng: -93.202550), Route carried "on" structure: US 65, Year Built: 1932, Year Reconstructed: 1955, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,790 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 2,790 (year 2042), Design Load: H 15, Features Intersected: BEAVER DAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 294.298, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 18.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 13.6 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 1887, Location: 3.5 MI. N OF S.R. C13 (Lat: 42.949125, Lng: -93.202550), Route carried "on" structure: US 65, Year Built: 1932, Year Reconstructed: 1955, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,790 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 2,790 (year 2042), Design Load: H 15, Features Intersected: BEAVER DAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 294.298, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 18.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 13.6 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 18881, Location: 0.7 mi. S of S.R. B60 (Lat: 42.969539, Lng: -93.202206), Route carried "on" structure: US 65, Year Built: 2021, Status: Open, Structure Length: 4.67m (15.32ft), Average Daily Traffic: 2,790 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 2,790 (year 2041), Design Load: HL 93, Features Intersected: E BRANCH BEAVER DAM CREE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 296.565, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, 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 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 18881, Location: 0.7 mi. S of S.R. B60 (Lat: 42.969539, Lng: -93.202206), Route carried "on" structure: US 65, Year Built: 2021, Status: Open, Structure Length: 4.67m (15.32ft), Average Daily Traffic: 2,790 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 2,790 (year 2041), Design Load: HL 93, Features Intersected: E BRANCH BEAVER DAM CREE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 296.565, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, 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 24 months, Inspection Date: November 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: 18891, Location: 0.4 mi. N of SR B60 (Lat: 42.984469, Lng: -93.201844), Route carried "on" structure: US 65, Year Built: 2020, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 3,450 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,450 (year 2040), Design Load: HL 93, Features Intersected: E BRANCH BEAVER DAM CREE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 298.223, 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: 18.0m (59.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, 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 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 18891, Location: 0.4 mi. N of SR B60 (Lat: 42.984469, Lng: -93.201844), Route carried "on" structure: US 65, Year Built: 2020, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 3,450 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,450 (year 2040), Design Load: HL 93, Features Intersected: E BRANCH BEAVER DAM CREE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 298.223, 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: 18.0m (59.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, 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 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 18901, Location: 1.1 Mi. N of S.R. B-60 (Lat: 42.995539, Lng: -93.201719), Route carried "on" structure: US 65, Year Built: 2020, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 3,450 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,450 (year 2040), Design Load: HL 93, Features Intersected: E BRANCH BEAVER DAM CREE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 299.452, 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: 18.0m (59.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, 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 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 18901, Location: 1.1 Mi. N of S.R. B-60 (Lat: 42.995539, Lng: -93.201719), Route carried "on" structure: US 65, Year Built: 2020, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 3,450 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,450 (year 2040), Design Load: HL 93, Features Intersected: E BRANCH BEAVER DAM CREE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 299.452, 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: 18.0m (59.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, 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 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 18911, Location: 0.3 mi. S of S.R. B55 (Lat: 43.004128, Lng: -93.201761), Route carried "on" structure: US 65, Year Built: 2020, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 3,450 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,450 (year 2040), Design Load: HL 93, Features Intersected: E BRANCH BEAVERDAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 300.407, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, 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: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, 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 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 18911, Location: 0.3 mi. S of S.R. B55 (Lat: 43.004128, Lng: -93.201761), Route carried "on" structure: US 65, Year Built: 2020, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 3,450 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,450 (year 2040), Design Load: HL 93, Features Intersected: E BRANCH BEAVERDAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 300.407, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, 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: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, 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 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 105111, Location: 094190701 (Lat: 42.979675, Lng: -93.142467), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 900 (year 2021), Truck Traffic: 31%, Average Future Daily Traffic: 900 (year 2040), Design Load: H 20, Features Intersected: COLD WATER CREEK, Facility Carried by Structure: 150TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.575, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 32.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.5 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: March 2020, Bridge Improvement Cost: $74,000, Roadway Improvement Cost: $7,000
Structure Number: 105111, Location: 094190701 (Lat: 42.979675, Lng: -93.142467), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 900 (year 2021), Truck Traffic: 31%, Average Future Daily Traffic: 900 (year 2040), Design Load: H 20, Features Intersected: COLD WATER CREEK, Facility Carried by Structure: 150TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.575, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 32.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.5 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: March 2020, Bridge Improvement Cost: $74,000, Roadway Improvement Cost: $7,000
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Structure Number: 105151, Location: 1.3 MI S B60 (Lat: 42.960647, Lng: -93.123306), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 350 (year 2021), Average Future Daily Traffic: 350 (year 2040), Design Load: HL 93, Features Intersected: COLD WATER CREEK, Facility Carried by Structure: S56 THRUSH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.890, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 64.2 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: 49.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 105151, Location: 1.3 MI S B60 (Lat: 42.960647, Lng: -93.123306), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 350 (year 2021), Average Future Daily Traffic: 350 (year 2040), Design Load: HL 93, Features Intersected: COLD WATER CREEK, Facility Carried by Structure: S56 THRUSH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.890, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 64.2 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: 49.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 105161, Location: 094191801 (Lat: 42.965331, Lng: -93.134225), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 10 (year 2013), Average Future Daily Traffic: 10 (year 2040), Design Load: HS 20, Features Intersected: COLD WATER CREEK, Facility Carried by Structure: 140TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.937, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, 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: 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: March 2020
Structure Number: 105161, Location: 094191801 (Lat: 42.965331, Lng: -93.134225), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 10 (year 2013), Average Future Daily Traffic: 10 (year 2040), Design Load: HS 20, Features Intersected: COLD WATER CREEK, Facility Carried by Structure: 140TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.937, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, 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: 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: March 2020
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Structure Number: 10524, Location: 094200405 (Lat: 42.987269, Lng: -93.203614), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 45 (year 2013), Average Future Daily Traffic: 45 (year 2040), Design Load: H 15, Features Intersected: E BRANCH BEAVER DAM CREE, Facility Carried by Structure: 155TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.471, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 44.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.80m (35.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $233,000, Roadway Improvement Cost: $35,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10524, Location: 094200405 (Lat: 42.987269, Lng: -93.203614), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 45 (year 2013), Average Future Daily Traffic: 45 (year 2040), Design Load: H 15, Features Intersected: E BRANCH BEAVER DAM CREE, Facility Carried by Structure: 155TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.471, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 44.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.80m (35.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $233,000, Roadway Improvement Cost: $35,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 105261, Location: 094201601 (Lat: 42.965861, Lng: -93.217431), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 30 (year 2013), Average Future Daily Traffic: 30 (year 2040), Design Load: H 15, Features Intersected: E BR BEAVER DAM CREEK, Facility Carried by Structure: 140TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.149, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 11.10m (36.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $216,000, Roadway Improvement Cost: $22,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 105261, Location: 094201601 (Lat: 42.965861, Lng: -93.217431), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 30 (year 2013), Average Future Daily Traffic: 30 (year 2040), Design Load: H 15, Features Intersected: E BR BEAVER DAM CREEK, Facility Carried by Structure: 140TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.149, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 11.10m (36.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $216,000, Roadway Improvement Cost: $22,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 105271, Location: 094201702 (Lat: 42.960597, Lng: -93.242006), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 30 (year 2013), Average Future Daily Traffic: 30 (year 2040), Design Load: H 20, Features Intersected: BEAVER DAM CREEK, Facility Carried by Structure: NETTLE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.877, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 105271, Location: 094201702 (Lat: 42.960597, Lng: -93.242006), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 30 (year 2013), Average Future Daily Traffic: 30 (year 2040), Design Load: H 20, Features Intersected: BEAVER DAM CREEK, Facility Carried by Structure: NETTLE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.877, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10528, Location: 094201801 (Lat: 42.965694, Lng: -93.253186), Route carried "on" structure: County highway , Year Built: 1923, Status: Posted for load-capacity, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 10 (year 2013), Average Future Daily Traffic: 10 (year 2040), Features Intersected: BEAVER DAM CREEK, Facility Carried by Structure: 140TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.233, 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: 15.2m (49.9ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 29.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 7.20m (23.62ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020, Critical Feature Inspection Date: March 2020, Bridge Improvement Cost: $155,000, Roadway Improvement Cost: $23,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10528, Location: 094201801 (Lat: 42.965694, Lng: -93.253186), Route carried "on" structure: County highway , Year Built: 1923, Status: Posted for load-capacity, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 10 (year 2013), Average Future Daily Traffic: 10 (year 2040), Features Intersected: BEAVER DAM CREEK, Facility Carried by Structure: 140TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.233, 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: 15.2m (49.9ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 29.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 7.20m (23.62ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2020, Critical Feature Inspection Date: March 2020, Bridge Improvement Cost: $155,000, Roadway Improvement Cost: $23,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1053, Location: 094202001 (Lat: 42.951156, Lng: -93.232425), Route carried "on" structure: County highway , Year Built: 1959, Status: Posted for load, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 50 (year 2040), Design Load: H 15, Features Intersected: BEAVER DAM CREEK, Facility Carried by Structure: 130TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.216, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 26.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 18.30m (60.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $395,000, Roadway Improvement Cost: $59,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1053, Location: 094202001 (Lat: 42.951156, Lng: -93.232425), Route carried "on" structure: County highway , Year Built: 1959, Status: Posted for load, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 50 (year 2040), Design Load: H 15, Features Intersected: BEAVER DAM CREEK, Facility Carried by Structure: 130TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.216, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 26.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 18.30m (60.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $395,000, Roadway Improvement Cost: $59,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10531, Location: 094202101 (Lat: 42.951244, Lng: -93.215233), Route carried "on" structure: County highway , Year Built: 1953, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 50 (year 2040), Design Load: H 15, Features Intersected: E BR BEAVER DAM CREEK, Facility Carried by Structure: 130TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.619, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 35.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Length Of Structure Improvement: 9.80m (32.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $211,000, Roadway Improvement Cost: $32,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10531, Location: 094202101 (Lat: 42.951244, Lng: -93.215233), Route carried "on" structure: County highway , Year Built: 1953, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 50 (year 2040), Design Load: H 15, Features Intersected: E BR BEAVER DAM CREEK, Facility Carried by Structure: 130TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.619, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 35.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Length Of Structure Improvement: 9.80m (32.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $211,000, Roadway Improvement Cost: $32,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 105321, Location: 094202601 (Lat: 42.936614, Lng: -93.174767), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 25 (year 2021), Average Future Daily Traffic: 25 (year 2040), Features Intersected: LILLIBRIDGE CREEK, Facility Carried by Structure: 120TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.308, 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: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 34.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.2 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: March 2020
Structure Number: 105321, Location: 094202601 (Lat: 42.936614, Lng: -93.174767), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 25 (year 2021), Average Future Daily Traffic: 25 (year 2040), Features Intersected: LILLIBRIDGE CREEK, Facility Carried by Structure: 120TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.308, 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: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 34.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.2 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: March 2020
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Structure Number: 10581, Location: 095202601 (Lat: 43.023319, Lng: -93.178036), Route carried "on" structure: County highway , Year Built: 1937, Status: Posted for load-capacity, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 15 (year 2013), Average Future Daily Traffic: 15 (year 2040), Features Intersected: EAST CREEK, Facility Carried by Structure: 180TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.131, Lanes on structure: 1, 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: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $88,000, Roadway Improvement Cost: $13,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 10581, Location: 095202601 (Lat: 43.023319, Lng: -93.178036), Route carried "on" structure: County highway , Year Built: 1937, Status: Posted for load-capacity, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 15 (year 2013), Average Future Daily Traffic: 15 (year 2040), Features Intersected: EAST CREEK, Facility Carried by Structure: 180TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.131, Lanes on structure: 1, 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: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $88,000, Roadway Improvement Cost: $13,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 105821, Location: 1400' E of Olive Ave (Lat: 43.023389, Lng: -93.216178), Route carried "on" structure: County highway , Year Built: 2021, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 35 (year 2021), Average Future Daily Traffic: 35 (year 2041), Design Load: HL 93, Features Intersected: BEAVER DAM CREEK, Facility Carried by Structure: 180TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.022, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 64.2 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: 49.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: 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: December 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 105821, Location: 1400' E of Olive Ave (Lat: 43.023389, Lng: -93.216178), Route carried "on" structure: County highway , Year Built: 2021, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 35 (year 2021), Average Future Daily Traffic: 35 (year 2041), Design Load: HL 93, Features Intersected: BEAVER DAM CREEK, Facility Carried by Structure: 180TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.022, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 64.2 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: 49.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: 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: December 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 10584, Location: 095202901 (Lat: 43.023447, Lng: -93.228714), Route carried "on" structure: County highway , Year Built: 1965, Year Reconstructed: 2015, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 25 (year 2013), Average Future Daily Traffic: 25 (year 2040), Design Load: HS 20, Features Intersected: E BR BEAVER DAM CREEK, Facility Carried by Structure: 180TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $123,000, Roadway Improvement Cost: $18,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10584, Location: 095202901 (Lat: 43.023447, Lng: -93.228714), Route carried "on" structure: County highway , Year Built: 1965, Year Reconstructed: 2015, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 25 (year 2013), Average Future Daily Traffic: 25 (year 2040), Design Load: HS 20, Features Intersected: E BR BEAVER DAM CREEK, Facility Carried by Structure: 180TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.70m (18.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $123,000, Roadway Improvement Cost: $18,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10585, Location: 095203301 (Lat: 43.008894, Lng: -93.209575), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 70 (year 2021), Average Future Daily Traffic: 70 (year 2040), Design Load: H 20, Features Intersected: E BR BEAVER DAM CREEK, Facility Carried by Structure: 170TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.492, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: Satisfactory, Operating Rating: 32.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.5 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, Length Of Structure Improvement: 6.30m (20.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $95,000, Roadway Improvement Cost: $10,000
Structure Number: 10585, Location: 095203301 (Lat: 43.008894, Lng: -93.209575), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 70 (year 2021), Average Future Daily Traffic: 70 (year 2040), Design Load: H 20, Features Intersected: E BR BEAVER DAM CREEK, Facility Carried by Structure: 170TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.492, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: Satisfactory, Operating Rating: 32.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.5 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, Length Of Structure Improvement: 6.30m (20.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $95,000, Roadway Improvement Cost: $10,000
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Structure Number: 105861, Location: 095203404 (Lat: 42.997122, Lng: -93.191811), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 340 (year 2021), Average Future Daily Traffic: 340 (year 2040), Features Intersected: E BR BEAVER DAM CREEK, Facility Carried by Structure: PHEASANT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.523, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 34.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.2 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, Length Of Structure Improvement: 9.00m (29.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $132,000, Roadway Improvement Cost: $13,000
Structure Number: 105861, Location: 095203404 (Lat: 42.997122, Lng: -93.191811), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 340 (year 2021), Average Future Daily Traffic: 340 (year 2040), Features Intersected: E BR BEAVER DAM CREEK, Facility Carried by Structure: PHEASANT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.523, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 34.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.2 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, Length Of Structure Improvement: 9.00m (29.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $132,000, Roadway Improvement Cost: $13,000
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Structure Number: 105871, Location: 095203404 (Lat: 43.002186, Lng: -93.191864), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 340 (year 2021), Average Future Daily Traffic: 340 (year 2040), Design Load: HS 20, Features Intersected: E BR BEAVER DAM CREEK, Facility Carried by Structure: PHEASANT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.085, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 44.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.3 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: Febuary 2020
Structure Number: 105871, Location: 095203404 (Lat: 43.002186, Lng: -93.191864), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 340 (year 2021), Average Future Daily Traffic: 340 (year 2040), Design Load: HS 20, Features Intersected: E BR BEAVER DAM CREEK, Facility Carried by Structure: PHEASANT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.085, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 44.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.3 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: Febuary 2020
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Structure Number: 3662, Location: 0.5 Mi E of S56 (Lat: 42.979978, Lng: -93.112300), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 460 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 460 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: 150TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.036, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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 2020
Structure Number: 3662, Location: 0.5 Mi E of S56 (Lat: 42.979978, Lng: -93.112300), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 460 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 460 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: 150TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.036, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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 2020