Bridge Statistics for Altoona, Iowa (IA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 35Number of bridges
- 420ft / 128mTotal length
- 279,940Total average daily traffic
- 50,394Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Altoona
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11910-1919
- 21930-1939
- 51950-1959
- 11960-1969
- 21970-1979
- 21980-1989
- 101990-1999
- 42000-2009
- 72010-2019
- Bridge Condition - Deck
- 5.3%Very good
- 42.1%Good
- 21.1%Satisfactory
- 26.3%Fair
- 5.3%Failed
- Bridge Condition - Superstructure
- 21.1%Very good
- 26.3%Good
- 26.3%Satisfactory
- 15.8%Fair
- 5.3%Poor
- 5.3%Failed
- Bridge Condition - Substructure
- 31.6%Very good
- 26.3%Good
- 21.1%Satisfactory
- 5.3%Fair
- 5.3%Poor
- 5.3%Critical
- 5.3%Failed
- Bridge Condition - Channel
- 44.4%Good
- 33.3%Satisfactory
- 16.7%Fair
- 5.6%Serious
- Bridge Condition - Culverts
- 25.0%Very good
- 12.5%Good
- 62.5%Satisfactory
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Structure Number: 162, Location: 000000000 (Lat: 41.648542, Lng: -93.476089), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 1,610 (year 1996), Average Future Daily Traffic: 1,610 (year 2040), Design Load: HS 20, Features Intersected: LITTLE FOUR MILE CREEK, Facility Carried by Structure: 4TH ST SW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.503, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.5m (31.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 162, Location: 000000000 (Lat: 41.648542, Lng: -93.476089), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 1,610 (year 1996), Average Future Daily Traffic: 1,610 (year 2040), Design Load: HS 20, Features Intersected: LITTLE FOUR MILE CREEK, Facility Carried by Structure: 4TH ST SW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.503, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.5m (31.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 785, Location: 084182501 (Lat: 42.049222, Lng: -92.893428), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 3,640 (year 1993), Average Future Daily Traffic: 3,640 (year 2041), Design Load: HS 20, Features Intersected: LINN CREEK, Facility Carried by Structure: E MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.616, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 61.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 21.00m (68.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 785, Location: 084182501 (Lat: 42.049222, Lng: -92.893428), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 3,640 (year 1993), Average Future Daily Traffic: 3,640 (year 2041), Design Load: HS 20, Features Intersected: LINN CREEK, Facility Carried by Structure: E MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.616, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 61.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 21.00m (68.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4047, Location: 079222001 (Lat: 41.644150, Lng: -93.438600), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 3,770 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 3,770 (year 2041), Design Load: H 20, Features Intersected: MUD CREEK, Facility Carried by Structure: NE 46TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.428, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), 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: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.9 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 minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.00m (39.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $85,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4047, Location: 079222001 (Lat: 41.644150, Lng: -93.438600), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 3,770 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 3,770 (year 2041), Design Load: H 20, Features Intersected: MUD CREEK, Facility Carried by Structure: NE 46TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.428, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), 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: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.9 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 minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.00m (39.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $85,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 42011, Location: 0.4 MILES W OF JCT US 65 (Lat: 41.661733, Lng: -93.503086), Route carried "on" structure: City street , Year Built: 2013, Status: Open, Structure Length: 9.42m (30.91ft), Average Daily Traffic: 5,400 (year 2016), Average Future Daily Traffic: 5,400 (year 2041), Design Load: HL 93, Features Intersected: I-80 & US-65, Facility Carried by Structure: 34TH AVE NW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.356, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.6m (113.5ft), Curb or Sidewalk Widths: Left: 4.4m (14.4ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 42011, Location: 0.4 MILES W OF JCT US 65 (Lat: 41.661733, Lng: -93.503086), Route carried "on" structure: City street , Year Built: 2013, Status: Open, Structure Length: 9.42m (30.91ft), Average Daily Traffic: 5,400 (year 2016), Average Future Daily Traffic: 5,400 (year 2041), Design Load: HL 93, Features Intersected: I-80 & US-65, Facility Carried by Structure: 34TH AVE NW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.356, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.6m (113.5ft), Curb or Sidewalk Widths: Left: 4.4m (14.4ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 42021, Location: AT JUNCTION WITH US 65 (Lat: 41.661831, Lng: -93.495225), Route carried "on" structure: Interstate 80, Year Built: 2012, Status: Open, Structure Length: 9.63m (31.59ft), Average Daily Traffic: 20,050 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 20,050 (year 2041), Design Load: HL 93, Features Intersected: US 65
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 228.123, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 22.3m (73.2ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 42021, Location: AT JUNCTION WITH US 65 (Lat: 41.661831, Lng: -93.495225), Route carried "on" structure: Interstate 80, Year Built: 2012, Status: Open, Structure Length: 9.63m (31.59ft), Average Daily Traffic: 20,050 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 20,050 (year 2041), Design Load: HL 93, Features Intersected: US 65
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 228.123, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 22.3m (73.2ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 42031, Location: AT EAST JCT WITH US 65 (Lat: 41.661997, Lng: -93.493933), Route carried "on" structure: Interstate 80, Year Built: 2014, Status: Open, Structure Length: 9.63m (31.59ft), Average Daily Traffic: 20,050 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 20,050 (year 2041), Design Load: HL 93, Features Intersected: US 65
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 264.909, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.2m (79.4ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 24.2m (79.4ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 42031, Location: AT EAST JCT WITH US 65 (Lat: 41.661997, Lng: -93.493933), Route carried "on" structure: Interstate 80, Year Built: 2014, Status: Open, Structure Length: 9.63m (31.59ft), Average Daily Traffic: 20,050 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 20,050 (year 2041), Design Load: HL 93, Features Intersected: US 65
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 264.909, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.2m (79.4ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 24.2m (79.4ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 42061, Location: 1.6 mi. E of Jct. U.S. 65 (Lat: 41.666969, Lng: -93.464500), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 6,000 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 6,000 (year 2040), Design Load: HS 20, Features Intersected: I-80 & US 6, Facility Carried by Structure: NE 72ND ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.140, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 47.5m (155.8ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 0.0m, Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 73.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 42061, Location: 1.6 mi. E of Jct. U.S. 65 (Lat: 41.666969, Lng: -93.464500), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 6,000 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 6,000 (year 2040), Design Load: HS 20, Features Intersected: I-80 & US 6, Facility Carried by Structure: NE 72ND ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.140, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 47.5m (155.8ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 0.0m, Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 73.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4207, Location: 2.3 MILES E OF JCT US 6 (Lat: 41.670433, Lng: -93.452478), Route carried "on" structure: Interstate 80, Year Built: 1959, Year Reconstructed: 1990, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 32,900 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 32,900 (year 2041), Design Load: HS 20, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 231.865, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 4207, Location: 2.3 MILES E OF JCT US 6 (Lat: 41.670433, Lng: -93.452478), Route carried "on" structure: Interstate 80, Year Built: 1959, Year Reconstructed: 1990, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 32,900 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 32,900 (year 2041), Design Load: HS 20, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 231.865, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 4208, Location: 2.8 MILES E OF JCT. US 65 (Lat: 41.671644, Lng: -93.443783), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 640 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 640 (year 2041), Design Load: H 15, Features Intersected: I-80, Facility Carried by Structure: FM NE 80TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.970, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 51.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 4208, Location: 2.8 MILES E OF JCT. US 65 (Lat: 41.671644, Lng: -93.443783), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 640 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 640 (year 2041), Design Load: H 15, Features Intersected: I-80, Facility Carried by Structure: FM NE 80TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.970, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 51.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 15142, Location: 093091301 (Lat: 42.875911, Lng: -91.855258), Route carried "on" structure: County highway , Year Built: 1915, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 45 (year 2017), Average Future Daily Traffic: 45 (year 2041), Features Intersected: COULEE, Facility Carried by Structure: 170TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.520, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 16.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 12.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $10,000
Structure Number: 15142, Location: 093091301 (Lat: 42.875911, Lng: -91.855258), Route carried "on" structure: County highway , Year Built: 1915, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 45 (year 2017), Average Future Daily Traffic: 45 (year 2041), Features Intersected: COULEE, Facility Carried by Structure: 170TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.520, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 16.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 12.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $10,000
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Structure Number: 17914, Location: 081410406 (Lat: 41.855442, Lng: -95.625864), Route carried "on" structure: County highway , Year Built: 1956, Status: Posted for load-capacity, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 110 (year 2016), Average Future Daily Traffic: 110 (year 2040), Design Load: HS 20, Features Intersected: SMALL STREAM, Facility Carried by Structure: FM TABOR AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.682, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Critical, Channel: Serious, Operating Rating: 30.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $69,000, Roadway Improvement Cost: $7,000, Deck Structure Type: Other
Structure Number: 17914, Location: 081410406 (Lat: 41.855442, Lng: -95.625864), Route carried "on" structure: County highway , Year Built: 1956, Status: Posted for load-capacity, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 110 (year 2016), Average Future Daily Traffic: 110 (year 2040), Design Load: HS 20, Features Intersected: SMALL STREAM, Facility Carried by Structure: FM TABOR AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.682, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Critical, Channel: Serious, Operating Rating: 30.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $69,000, Roadway Improvement Cost: $7,000, Deck Structure Type: Other
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Structure Number: 27378, Location: 091481105 (Lat: 42.721578, Lng: -96.469600), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 120 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 120 (year 2040), Design Load: H 20, Features Intersected: BROKEN KETTLE CREEK, Facility Carried by Structure: FM C-44
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.049, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 18.00m (59.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $540,000, Roadway Improvement Cost: $30,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 27378, Location: 091481105 (Lat: 42.721578, Lng: -96.469600), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 120 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 120 (year 2040), Design Load: H 20, Features Intersected: BROKEN KETTLE CREEK, Facility Carried by Structure: FM C-44
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.049, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 18.00m (59.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $540,000, Roadway Improvement Cost: $30,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 27973, Location: 092341101 (Lat: 42.805564, Lng: -94.831303), Route carried "on" structure: County highway , Year Built: 1956, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 20 (year 2019), Average Future Daily Traffic: 20 (year 2041), Features Intersected: BIG CEDAR CREEK, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.753, 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: 12.5m (41.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 41.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.7 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.00m (22.97ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $17,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 27973, Location: 092341101 (Lat: 42.805564, Lng: -94.831303), Route carried "on" structure: County highway , Year Built: 1956, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 20 (year 2019), Average Future Daily Traffic: 20 (year 2041), Features Intersected: BIG CEDAR CREEK, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.753, 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: 12.5m (41.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 41.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.7 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.00m (22.97ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $17,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 281011, Location: 079220804 (Lat: 41.660697, Lng: -93.444858), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 530 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 530 (year 2041), Design Load: HS 20, Features Intersected: MUD CREEK, Facility Carried by Structure: NE 80TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.697, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 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: Satisfactory, Operating Rating: 49.2 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: 37.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $15,000
Structure Number: 281011, Location: 079220804 (Lat: 41.660697, Lng: -93.444858), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 530 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 530 (year 2041), Design Load: HS 20, Features Intersected: MUD CREEK, Facility Carried by Structure: NE 80TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.697, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 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: Satisfactory, Operating Rating: 49.2 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: 37.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $15,000
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Structure Number: 281041, Location: 079221701 (Lat: 41.658639, Lng: -93.444156), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 550 (year 2016), Average Future Daily Traffic: 550 (year 2040), Design Load: HS 20, Features Intersected: MUD CREEK, Facility Carried by Structure: NE 54TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.912, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.2m (13.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 281041, Location: 079221701 (Lat: 41.658639, Lng: -93.444156), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 550 (year 2016), Average Future Daily Traffic: 550 (year 2040), Design Load: HS 20, Features Intersected: MUD CREEK, Facility Carried by Structure: NE 54TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.912, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.2m (13.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 28105, Location: 079221703 (Lat: 41.651397, Lng: -93.433997), Route carried "on" structure: County highway , Year Built: 1900, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 210 (year 2016), Average Future Daily Traffic: 210 (year 2041), Features Intersected: MUD CREEK, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.947, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $190,000, Roadway Improvement Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 28105, Location: 079221703 (Lat: 41.651397, Lng: -93.433997), Route carried "on" structure: County highway , Year Built: 1900, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 210 (year 2016), Average Future Daily Traffic: 210 (year 2041), Features Intersected: MUD CREEK, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.947, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $190,000, Roadway Improvement Cost: $20,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 2811, Location: 079222803 (Lat: 41.619314, Lng: -93.419844), Route carried "on" structure: County highway , Year Built: 1936, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 260 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 260 (year 2041), Design Load: HS 20, Features Intersected: MUD CREEK, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.612, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.90m (19.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $12,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 2811, Location: 079222803 (Lat: 41.619314, Lng: -93.419844), Route carried "on" structure: County highway , Year Built: 1936, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 260 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 260 (year 2041), Design Load: HS 20, Features Intersected: MUD CREEK, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.612, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.90m (19.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $12,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 281111, Location: 079222901 (Lat: 41.629639, Lng: -93.427803), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 280 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 280 (year 2041), Design Load: HS 20, Features Intersected: MUD CREEK, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.976, 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: 13.4m (44.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: 11.20m (36.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $10,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 281111, Location: 079222901 (Lat: 41.629639, Lng: -93.427803), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 280 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 280 (year 2041), Design Load: HS 20, Features Intersected: MUD CREEK, Facility Carried by Structure: FM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.976, 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: 13.4m (44.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: 11.20m (36.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $10,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 281171, Location: 079230401 (Lat: 41.688383, Lng: -93.525375), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 60 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 60 (year 2041), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.652, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, 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: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: March 2021
Structure Number: 281171, Location: 079230401 (Lat: 41.688383, Lng: -93.525375), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 60 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 60 (year 2041), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.652, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, 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: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: March 2021
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Structure Number: 281921, Location: 080233402 (Lat: 41.697081, Lng: -93.522483), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 270 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 270 (year 2041), Design Load: HS 20, Features Intersected: MUCHIKINOCK CREEK, Facility Carried by Structure: FM NE 46TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.791, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.5 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 minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $30,000, Roadway Improvement Cost: $5,000
Structure Number: 281921, Location: 080233402 (Lat: 41.697081, Lng: -93.522483), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 270 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 270 (year 2041), Design Load: HS 20, Features Intersected: MUCHIKINOCK CREEK, Facility Carried by Structure: FM NE 46TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.791, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.5 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 minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $30,000, Roadway Improvement Cost: $5,000
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Structure Number: 281931, Location: 080233402 (Lat: 41.694842, Lng: -93.522489), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 270 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 270 (year 2041), Design Load: HS 20, Features Intersected: MUCHIKINOCK CREEK, Facility Carried by Structure: FM NE 46TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.542, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $30,000, Roadway Improvement Cost: $5,000
Structure Number: 281931, Location: 080233402 (Lat: 41.694842, Lng: -93.522489), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 270 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 270 (year 2041), Design Load: HS 20, Features Intersected: MUCHIKINOCK CREEK, Facility Carried by Structure: FM NE 46TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.542, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $30,000, Roadway Improvement Cost: $5,000
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Structure Number: 281941, Location: 080233402 (Lat: 41.690872, Lng: -93.522497), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 270 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 270 (year 2041), Design Load: HS 20, Features Intersected: MUCHIKINOCK CREEK, Facility Carried by Structure: NE 46TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.101, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 65.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $30,000, Roadway Improvement Cost: $5,000
Structure Number: 281941, Location: 080233402 (Lat: 41.690872, Lng: -93.522497), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 270 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 270 (year 2041), Design Load: HS 20, Features Intersected: MUCHIKINOCK CREEK, Facility Carried by Structure: NE 46TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.101, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 65.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $30,000, Roadway Improvement Cost: $5,000
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Structure Number: 29725, Location: 069301201 (Lat: 40.797339, Lng: -94.250711), Route carried "on" structure: County highway , Year Built: 1930, Status: Closed, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 15 (year 2016), Average Future Daily Traffic: 15 (year 2039), Features Intersected: STREAM, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.789, 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: 2, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Failed, Superstructure: Failed, Substructure: Failed, Channel: Fair, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 7.50m (24.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $16,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 29725, Location: 069301201 (Lat: 40.797339, Lng: -94.250711), Route carried "on" structure: County highway , Year Built: 1930, Status: Closed, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 15 (year 2016), Average Future Daily Traffic: 15 (year 2039), Features Intersected: STREAM, Facility Carried by Structure: LOCAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.789, 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: 2, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Failed, Superstructure: Failed, Substructure: Failed, Channel: Fair, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 7.50m (24.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $16,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 601195, Location: 1.0 MILE S OF JCT I-80 (Lat: 41.647139, Lng: -93.512297), Route carried "on" structure: US 65, Year Built: 1993, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 9,350 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 9,350 (year 2041), Design Load: HS 20, Features Intersected: US 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 131.668, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 601195, Location: 1.0 MILE S OF JCT I-80 (Lat: 41.647139, Lng: -93.512297), Route carried "on" structure: US 65, Year Built: 1993, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 9,350 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 9,350 (year 2041), Design Load: HS 20, Features Intersected: US 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 131.668, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 60136, Location: 2.1 MI. S OF JCT. I-80 (Lat: 41.632719, Lng: -93.503222), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 19.87m (65.19ft), Average Daily Traffic: 11,300 (year 2016), Average Future Daily Traffic: 11,300 (year 2041), Design Load: HS 20, Features Intersected: US 65, Facility Carried by Structure: NE 56TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.008, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 64.0m (210.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 60136, Location: 2.1 MI. S OF JCT. I-80 (Lat: 41.632719, Lng: -93.503222), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 19.87m (65.19ft), Average Daily Traffic: 11,300 (year 2016), Average Future Daily Traffic: 11,300 (year 2041), Design Load: HS 20, Features Intersected: US 65, Facility Carried by Structure: NE 56TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.008, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 64.0m (210.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 60139, Location: 1.2 MILES S OF JCT I-80 (Lat: 41.643764, Lng: -93.509919), Route carried "on" structure: US 65, Year Built: 1994, Status: Open, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 9,350 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 9,350 (year 2041), Design Load: HS 20, Features Intersected: NE 46TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 131.244, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 75.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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: 60139, Location: 1.2 MILES S OF JCT I-80 (Lat: 41.643764, Lng: -93.509919), Route carried "on" structure: US 65, Year Built: 1994, Status: Open, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 9,350 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 9,350 (year 2041), Design Load: HS 20, Features Intersected: NE 46TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 131.244, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 75.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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: 6055, Location: 2.3 MI. N OF S.R. V65 (Lat: 42.371953, Lng: -92.103728), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 10.33m (33.89ft), Average Daily Traffic: 320 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 320 (year 2041), Design Load: HS 20, Features Intersected: I-380, Facility Carried by Structure: V62
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.463, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 52.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6055, Location: 2.3 MI. N OF S.R. V65 (Lat: 42.371953, Lng: -92.103728), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 10.33m (33.89ft), Average Daily Traffic: 320 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 320 (year 2041), Design Load: HS 20, Features Intersected: I-380, Facility Carried by Structure: V62
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.463, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 52.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 42011, Location: 0.4 MILES W OF JCT US 65 (Lat: 41.661733, Lng: -93.503086), Route carried "under" structure: Interstate 80, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 44,600 (year 2020), Truck Traffic: 21%, Features Intersected: I-80 & US-65, Facility Carried by Structure: 34TH AVE NW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 227.455, Lanes on structure: 2, Lanes under structure: 9, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.6m (113.5ft)
Structure Number: 42011, Location: 0.4 MILES W OF JCT US 65 (Lat: 41.661733, Lng: -93.503086), Route carried "under" structure: Interstate 80, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 44,600 (year 2020), Truck Traffic: 21%, Features Intersected: I-80 & US-65, Facility Carried by Structure: 34TH AVE NW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 227.455, Lanes on structure: 2, Lanes under structure: 9, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.6m (113.5ft)
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Structure Number: 42021, Location: AT JUNCTION WITH US 65 (Lat: 41.661831, Lng: -93.495225), Route carried "under" structure: US 65, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 5,550 (year 2020), Truck Traffic: 12%, Features Intersected: US 65, Facility Carried by Structure: I 80 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 135.267, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.3m (151.9ft)
Structure Number: 42021, Location: AT JUNCTION WITH US 65 (Lat: 41.661831, Lng: -93.495225), Route carried "under" structure: US 65, Year Built: 2012, Structure Length: 0. m, Average Daily Traffic: 5,550 (year 2020), Truck Traffic: 12%, Features Intersected: US 65, Facility Carried by Structure: I 80 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 135.267, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.3m (151.9ft)
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Structure Number: 42031, Location: AT EAST JCT WITH US 65 (Lat: 41.661997, Lng: -93.493933), Route carried "under" structure: US 65, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 5,550 (year 2020), Truck Traffic: 12%, Features Intersected: US 65, Facility Carried by Structure: I 80 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 135.301, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.3m (151.9ft)
Structure Number: 42031, Location: AT EAST JCT WITH US 65 (Lat: 41.661997, Lng: -93.493933), Route carried "under" structure: US 65, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 5,550 (year 2020), Truck Traffic: 12%, Features Intersected: US 65, Facility Carried by Structure: I 80 WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 135.301, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.3m (151.9ft)
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Structure Number: 42061, Location: 1.6 mi. E of Jct. U.S. 65 (Lat: 41.666969, Lng: -93.464500), Route carried "under" structure: Interstate 80, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 30,400 (year 2020), Truck Traffic: 25%, Features Intersected: I-80 & US 6, Facility Carried by Structure: NE 72ND ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 230.777, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.5m (155.8ft)
Structure Number: 42061, Location: 1.6 mi. E of Jct. U.S. 65 (Lat: 41.666969, Lng: -93.464500), Route carried "under" structure: Interstate 80, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 30,400 (year 2020), Truck Traffic: 25%, Features Intersected: I-80 & US 6, Facility Carried by Structure: NE 72ND ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 230.777, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.5m (155.8ft)
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Structure Number: 4208, Location: 2.8 MILES E OF JCT. US 65 (Lat: 41.671644, Lng: -93.443783), Route carried "under" structure: Interstate 80, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 32,900 (year 2020), Truck Traffic: 24%, Features Intersected: I-80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 232.582, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
Structure Number: 4208, Location: 2.8 MILES E OF JCT. US 65 (Lat: 41.671644, Lng: -93.443783), Route carried "under" structure: Interstate 80, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 32,900 (year 2020), Truck Traffic: 24%, Features Intersected: I-80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 232.582, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft)
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Structure Number: 601195, Location: 1.0 MILE S OF JCT I-80 (Lat: 41.647139, Lng: -93.512297), Route carried "under" structure: US 6, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 3,450 (year 2020), Truck Traffic: 9%, Features Intersected: US 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 238.764, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
Structure Number: 601195, Location: 1.0 MILE S OF JCT I-80 (Lat: 41.647139, Lng: -93.512297), Route carried "under" structure: US 6, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 3,450 (year 2020), Truck Traffic: 9%, Features Intersected: US 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 238.764, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
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Structure Number: 60136, Location: 2.1 MI. S OF JCT. I-80 (Lat: 41.632719, Lng: -93.503222), Route carried "under" structure: US 65, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 25,900 (year 2020), Truck Traffic: 15%, Features Intersected: US 65, Facility Carried by Structure: NE 56TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 129.953, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 64.0m (210.0ft)
Structure Number: 60136, Location: 2.1 MI. S OF JCT. I-80 (Lat: 41.632719, Lng: -93.503222), Route carried "under" structure: US 65, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 25,900 (year 2020), Truck Traffic: 15%, Features Intersected: US 65, Facility Carried by Structure: NE 56TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 129.953, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 64.0m (210.0ft)
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Structure Number: 60139, Location: 1.2 MILES S OF JCT I-80 (Lat: 41.643764, Lng: -93.509919), Route carried "under" structure: City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 4,200 (year 2016), Features Intersected: NE 46TH AVE, Facility Carried by Structure: US 65 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.005, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.3m (151.9ft)
Structure Number: 60139, Location: 1.2 MILES S OF JCT I-80 (Lat: 41.643764, Lng: -93.509919), Route carried "under" structure: City street , Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 4,200 (year 2016), Features Intersected: NE 46TH AVE, Facility Carried by Structure: US 65 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.005, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.3m (151.9ft)