Bridge Statistics for Sioux City, Iowa (IA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 60768,  Location: 0.1 mi. N of 46 St./D12 (Lat: 42.549686,  Lng: -96.341006),  Route carried "on" structure: US 75,  Year Built: 2000,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 9,500 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 9,500 (year 2040),  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.116,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 607685,  Location: 0.1 mi. E of jct US 75 (Lat: 42.547483,  Lng: -96.338389),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,800 (year 2019),  Average Future Daily Traffic: 1,800 (year 2040),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: TAFT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.138,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 60798,  Location: 5.8 mi. N of IA 12 (Lat: 42.553806,  Lng: -96.341508),  Route carried "on" structure: US 75,  Year Built: 1999,  Status: Open,  Structure Length: 23.07m (75.69ft),  Average Daily Traffic: 4,750 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 4,750 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: RAILROAD & RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 111.930,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 51.8m (169.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  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: 607985,  Location: 5.8 mi. N of Jct. IA 12 (Lat: 42.551756,  Lng: -96.341303),  Route carried "on" structure: US 75,  Year Built: 1999,  Status: Open,  Structure Length: 26.12m (85.70ft),  Average Daily Traffic: 4,750 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 4,750 (year 2041),  Design Load: HS 20,  Features Intersected: BUS 75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.346,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 67.1m (220.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum 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: 608835,  Location: 0.1 mi. N of SR D12 (Lat: 42.549644,  Lng: -96.346700),  Route carried "on" structure: Ramp State highway 376,  Year Built: 2001,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,420 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,420 (year 2042),  Design Load: HS 20,  Features Intersected: DRAINAGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.264,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 44.1 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: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 700205,  Location: At Jct. IA 12 (Lat: 42.491914,  Lng: -96.412597),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 15,500 (year 2018),  Average Future Daily Traffic: 15,500 (year 2040),  Design Load: HL 93,  Features Intersected: TRI-VIEW & BNSF RR,  Facility Carried by Structure: WESLEY PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.513,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 30.3m (99.4ft),  Out-to-Out Width: 39.8m (130.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 43.1 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 700305,  Location: 3.5 Mi. N of N Jct. US 75 (Lat: 42.483244,  Lng: -96.390675),  Route carried "on" structure: Interstate 29,  Year Built: 2016,  Status: Open,  Structure Length: 19.91m (65.32ft),  Average Daily Traffic: 14,000 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 14,000 (year 2040),  Design Load: HL 93,  Features Intersected: FLOYD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 237.018,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 38.3m (125.7ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 70031,  Location: 3.0 mi. N of jct. U.S. 75 (Lat: 42.486744,  Lng: -96.394819),  Route carried "on" structure: Interstate 29,  Year Built: 2018,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 12,450 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 12,450 (year 2040),  Design Load: HL 93,  Features Intersected: FLOYD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 237.538,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 700315,  Location: 0.8 MI. S. OF JCT. US 77 (Lat: 42.488092,  Lng: -96.398633),  Route carried "on" structure: Interstate 29,  Year Built: 2019,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 11,000 (year 2040),  Design Load: HL 93,  Features Intersected: IA 12 SB VIRGINIA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.613,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.7m (61.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 70032,  Location: 0.8 mi. S of jct. U.S. 77 (Lat: 42.488125,  Lng: -96.397792),  Route carried "on" structure: Interstate 29,  Year Built: 2017,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 11,000 (year 2041),  Design Load: HL 93,  Features Intersected: VIRGINIA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 237.829,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: 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 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: 700325,  Location: I-29 NEBRASKA ST. RAMP D (Lat: 42.488219,  Lng: -96.397694),  Route carried "on" structure: Ramp Interstate 29,  Year Built: 2017,  Status: Open,  Structure Length: 17.56m (57.61ft),  Average Daily Traffic: 2,960 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,960 (year 2041),  Design Load: HL 93,  Features Intersected: IA 12 & VIRGINIA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 61.9m (203.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 48.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal 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: July 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: 70033,  Location: 0.4 MI S. OF JCT. US 77 (Lat: 42.489236,  Lng: -96.405233),  Route carried "on" structure: Interstate 29,  Year Built: 2018,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 14,850 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 14,850 (year 2041),  Design Load: HL 93,  Features Intersected: PIERCE ST FRONTAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.056,  Lanes on structure: 4,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Satisfactory,  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 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: 700335,  Location: 0.4 MI. S OF JCT. US 77 (Lat: 42.489375,  Lng: -96.404544),  Route carried "on" structure: Interstate 29,  Year Built: 2017,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 12,450 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 12,450 (year 2041),  Design Load: HL 93,  Features Intersected: PIERCE ST FRONTAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 238.400,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 22.5m (73.8ft),  Out-to-Out Width: 23.4m (76.8ft)

Condition: Deck: Satisfactory,  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 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: 70034,  Location: I-29 Over Perry Creek (Lat: 42.490842,  Lng: -96.411067),  Route carried "on" structure: Interstate 29,  Year Built: 2019,  Status: Open,  Structure Length: 2.70m (8.86ft),  Average Daily Traffic: 11,450 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 11,450 (year 2041),  Design Load: HL 93,  Features Intersected: PERRY CREEK CONDUIT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.536,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 19.1m (62.7ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 700345,  Location: 0.1 mi S of jct US 77 (Lat: 42.490983,  Lng: -96.410900),  Route carried "on" structure: Interstate 29,  Year Built: 2017,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 2.70m (8.86ft),  Average Daily Traffic: 11,450 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 11,450 (year 2041),  Design Load: HL 93,  Features Intersected: PERRY CREEK CONDUIT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 238.963,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 70035,  Location: 0.6 mi. N of US 77 (Lat: 42.492175,  Lng: -96.423972),  Route carried "on" structure: Interstate 29,  Year Built: 2016,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 11,500 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 11,500 (year 2040),  Design Load: HL 93,  Features Intersected: HAMILTON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 240.061,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 21.4m (70.2ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 700915,  Location: 0.1 mi. N of SR C70 (Lat: 42.578656,  Lng: -96.314225),  Route carried "on" structure: US 75,  Year Built: 2019,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 13,400 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 13,400 (year 2041),  Design Load: HL 93,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.136,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 70092,  Location: 0.3 mi N of SR C70 (Lat: 42.580644,  Lng: -96.312528),  Route carried "on" structure: US 75,  Year Built: 2019,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 13,400 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 13,400 (year 2041),  Design Load: HL 93,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.397,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 1052,  Location: 000000000 (Lat: 42.496450,  Lng: -96.393703),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 10,700 (year 2019),  Features Intersected: FLOYD, CLARK & RR,  Facility Carried by Structure: 6TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.233,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 10821,  Location: 000000000 (Lat: 42.489956,  Lng: -96.393406),  Route carried "under" structure: City street ,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 3,440 (year 1983),  Features Intersected: 3RD ST & RR,  Facility Carried by Structure: FLOYD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.503,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 5283,  Location: 0.1 mi W of Jct. IA 376 (Lat: 42.489936,  Lng: -96.379753),  Route carried "under" structure: State highway 376,  Year Built: 1936,  Structure Length: 0. m,  Average Daily Traffic: 7,700 (year 2020),  Truck Traffic: 7%,  Features Intersected: RR,RVR, STS, & IA 376,  Facility Carried by Structure: IA 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.835,  Lanes on structure: 4,  Lanes under structure: 14,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 52991,  Location: 1.1 mi S of jct IA 12 (Lat: 42.477200,  Lng: -96.380447),  Route carried "under" structure: City street ,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 3,420 (year 2019),  Features Intersected: CUNNINGHAM DR,  Facility Carried by Structure: IA 376
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.027,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 5301,  Location: At EB IA 12 and SB US 376 (Lat: 42.489792,  Lng: -96.381600),  Route carried "under" structure: Ramp State highway 376,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 620 (year 2020),  Truck Traffic: 13%,  Features Intersected: RAMP OFF IA 12 TO IA 376,  Facility Carried by Structure: RAMP IA 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.124,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 53071,  Location: 0.1 MI. S. OF SR D12 (Lat: 42.545694,  Lng: -96.350317),  Route carried "under" structure: City street ,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 1,470 (year 2019),  Features Intersected: BNSF UP RR-TAFT ST,  Facility Carried by Structure: IA 376 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.135,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.8m (137.1ft)

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Structure Number: 53081,  Location: 0.1 mi. S of SR D12 (Lat: 42.547089,  Lng: -96.350286),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 1,470 (year 2019),  Features Intersected: UP BNSF RR-TAFT ST,  Facility Carried by Structure: SB IA 376
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.090,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 5367,  Location: 4.7 mi. S of jct. US 20 (Lat: 42.381603,  Lng: -96.358672),  Route carried "under" structure: Interstate 29,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 17,800 (year 2020),  Truck Traffic: 30%,  Features Intersected: I-29,  Facility Carried by Structure: FM K-25(N)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 225.149,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 53701,  Location: 2.0 MI. S OF JCT. US 20 (Lat: 42.407667,  Lng: -96.366347),  Route carried "under" structure: City street ,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 1,050 (year 2019),  Features Intersected: 8TH ST,  Facility Carried by Structure: I 29 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.296,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 53731,  Location: At jct. IA 376 (Lat: 42.434158,  Lng: -96.374903),  Route carried "under" structure: State highway 376,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 7,050 (year 2020),  Truck Traffic: 18%,  Features Intersected: IA 376 SINGING HILLS BLV,  Facility Carried by Structure: I 29 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.092,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 53741,  Location: At jct IA 376 (Lat: 42.434583,  Lng: -96.375297),  Route carried "under" structure: State highway 376,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 7,050 (year 2020),  Truck Traffic: 18%,  Features Intersected: IA 376 SINGING HILLS BLV,  Facility Carried by Structure: SB I 29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.076,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 53781,  Location: 3.0 MI. N, OF JCT. US 75 (Lat: 42.486944,  Lng: -96.395597),  Route carried "under" structure: City street ,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 3,550 (year 2016),  Features Intersected: FLOYD BLVD,  Facility Carried by Structure: I 29 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.090,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 53891,  Location: 0.6 mi N of US 77 (Lat: 42.491944,  Lng: -96.424711),  Route carried "under" structure: City street ,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 2,800 (year 2018),  Features Intersected: HAMILTON BLVD,  Facility Carried by Structure: I 29 IA 12 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.047,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 53921,  Location: At Jct. I-29 (Lat: 42.493578,  Lng: -96.467397),  Route carried "under" structure: Interstate 29,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 24,700 (year 2020),  Truck Traffic: 19%,  Features Intersected: I-29,  Facility Carried by Structure: IOWA 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 243.660,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 504795,  Location: 000000000 (Lat: 42.400833,  Lng: -96.370456),  Route carried "under" structure: City street ,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 690 (year 2011),  Features Intersected: UP RR & HARBOR DR,  Facility Carried by Structure: AVIATION BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.211,  Lanes on structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 60076,  Location: at jct of Ia. 376 (Lat: 42.445869,  Lng: -96.372181),  Route carried "under" structure: State highway 376,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 10,600 (year 2020),  Truck Traffic: 5%,  Features Intersected: IA 376 & UP RR,  Facility Carried by Structure: US 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.719,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 600762,  Location: 3.8 mi. W of IA 12 (Lat: 42.444592,  Lng: -96.371928),  Route carried "under" structure: State highway 376,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 10,600 (year 2020),  Truck Traffic: 5%,  Features Intersected: RAMP OVER IA 376 & UP RR,  Facility Carried by Structure: US 20 RAMPS DF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.608,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 600764,  Location: At jct. IA 376 (Lat: 42.447569,  Lng: -96.371569),  Route carried "under" structure: State highway 376,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 10,600 (year 2020),  Truck Traffic: 5%,  Features Intersected: RAMP OVER IA 376 & RR,  Facility Carried by Structure: US 20 RAMPS AG
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.944,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.4m (162.1ft)

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Structure Number: 600765,  Location: 0.5 MI.W.OF JCT.29 (Lat: 42.446889,  Lng: -96.380906),  Route carried "under" structure: Interstate 29,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 23,300 (year 2020),  Truck Traffic: 24%,  Features Intersected: MISSOURI RIVER & I-29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 232.640,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 137.2m (450.1ft)

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Structure Number: 600766,  Location: At the Jct of I-29 (Lat: 42.445222,  Lng: -96.376683),  Route carried "under" structure: Interstate 29,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 23,300 (year 2020),  Truck Traffic: 24%,  Features Intersected: I 29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 232.441,  Lanes on structure: 1,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 600768,  Location: At the jct. of I-29 (Lat: 42.447953,  Lng: -96.374608),  Route carried "under" structure: Interstate 29,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 20,300 (year 2020),  Truck Traffic: 26%,  Features Intersected: RAMP G OVER I-29,  Facility Carried by Structure: US 20 RAMP G
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 232.813,  Lanes on structure: 1,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 601,  Location: 3.0 mi W of IA 12 (Lat: 42.443272,  Lng: -96.352742),  Route carried "under" structure: US 20,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 25,500 (year 2020),  Truck Traffic: 13%,  Features Intersected: US 20 & US 75,  Facility Carried by Structure: SO HILLS DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.332,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 60371,  Location: 1.5 mi. E of jct. I-29 (Lat: 42.443356,  Lng: -96.347172),  Route carried "under" structure: US 20,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 18,300 (year 2020),  Truck Traffic: 17%,  Features Intersected: US 20,  Facility Carried by Structure: LAKEPORT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.787,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 60372,  Location: 2.1 mi. W of Jct. IA 12 (Lat: 42.446861,  Lng: -96.336525),  Route carried "under" structure: City street ,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 2,950 (year 2019),  Features Intersected: SERGEANT ROAD,  Facility Carried by Structure: EB US 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.443,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 60373,  Location: 2.1 mi. W of jct IA 12 (Lat: 42.447381,  Lng: -96.336589),  Route carried "under" structure: City street ,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 2,950 (year 2019),  Features Intersected: SERGEANT ROAD,  Facility Carried by Structure: WB US 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.470,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 60374,  Location: 1.7 mi. W of IA 12 (Lat: 42.453519,  Lng: -96.334108),  Route carried "under" structure: City street ,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 4,200 (year 2019),  Features Intersected: SUNNYBROOK DR,  Facility Carried by Structure: EB US 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.996,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 60375,  Location: 1.7 mi. W of IA 12 (Lat: 42.454086,  Lng: -96.334128),  Route carried "under" structure: City street ,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 4,200 (year 2019),  Features Intersected: SUNNYBROOK DR,  Facility Carried by Structure: WB US 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 60376,  Location: At Jct. SR D25 (Lat: 42.460261,  Lng: -96.327700),  Route carried "under" structure: US 20,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 23,100 (year 2020),  Truck Traffic: 14%,  Features Intersected: US 20,  Facility Carried by Structure: MORNINGSIDE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.483,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 60382,  Location: At jct. U.S. 20/U.S. 75 (Lat: 42.475356,  Lng: -96.324389),  Route carried "under" structure: US 75,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 7,250 (year 2020),  Truck Traffic: 14%,  Features Intersected: US 20,  Facility Carried by Structure: SB IA 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.287,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 60383,  Location: At jct. US 20/US 75 (Lat: 42.475489,  Lng: -96.323225),  Route carried "under" structure: US 75,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 7,250 (year 2020),  Truck Traffic: 14%,  Features Intersected: US 20 & US 75,  Facility Carried by Structure: NB IA 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.313,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 606585,  Location: 1.7 mi. N of jct. IA 12 (Lat: 42.496981,  Lng: -96.320383),  Route carried "under" structure: US 75,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 2020),  Truck Traffic: 12%,  Features Intersected: US 75,  Facility Carried by Structure: CORRECTIONVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.732,  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: 60698,  Location: 3.5 mi. N of Jct. IA 12 (Lat: 42.518814,  Lng: -96.338981),  Route carried "under" structure: City street ,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 2,395 (year 2019),  Features Intersected: OUTER DR,  Facility Carried by Structure: US 75 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.603,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 606985,  Location: 3.3 mi. N of Jct IA 12 (Lat: 42.518314,  Lng: -96.338383),  Route carried "under" structure: City street ,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 2,395 (year 2019),  Features Intersected: OUTER DR,  Facility Carried by Structure: US 75 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.637,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 607245,  Location: 0.7 mi. N of jct. IA 12 (Lat: 42.482236,  Lng: -96.323439),  Route carried "under" structure: County highway ,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 150 (year 2019),  Truck Traffic: 8%,  Features Intersected: STONE AVE,  Facility Carried by Structure: US 75 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.995,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 60725,  Location: 0.7 mi. N of jct IA 12 (Lat: 42.482675,  Lng: -96.323742),  Route carried "under" structure: County highway ,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 150 (year 2019),  Truck Traffic: 8%,  Features Intersected: STONE AVE,  Facility Carried by Structure: US 75 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.967,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 607535,  Location: 5.5 mi. N of US 20/IA 12 (Lat: 42.547231,  Lng: -96.340611),  Route carried "under" structure: City street ,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 870 (year 2019),  Features Intersected: TAFT ST,  Facility Carried by Structure: US 75 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.941,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 60754,  Location: 5.5 mi. N of US 20/IA 12 (Lat: 42.547786,  Lng: -96.341067),  Route carried "under" structure: City street ,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 870 (year 2019),  Features Intersected: TAFT ST,  Facility Carried by Structure: US 75 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.909,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 60798,  Location: 5.8 mi. N of IA 12 (Lat: 42.553806,  Lng: -96.341508),  Route carried "under" structure: State highway 376,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 3,550 (year 2020),  Truck Traffic: 7%,  Features Intersected: RAILROAD & RAMP,  Facility Carried by Structure: US 75 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.812,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: 607985,  Location: 5.8 mi. N of Jct. IA 12 (Lat: 42.551756,  Lng: -96.341303),  Route carried "under" structure: State highway 376,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 3,550 (year 2020),  Truck Traffic: 7%,  Features Intersected: BUS 75,  Facility Carried by Structure: US 75 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.861,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 67.1m (220.1ft)

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Structure Number: 7002,  Location: At Jct. US I-29 (Lat: 42.491264,  Lng: -96.412958),  Route carried "under" structure: Interstate 29,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 21,100 (year 2020),  Truck Traffic: 23%,  Features Intersected: I 29 & IA 12 NB,  Facility Carried by Structure: US 77
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 239.123,  Lanes on structure: 7,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.3m (151.9ft)

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Structure Number: 700205,  Location: At Jct. IA 12 (Lat: 42.491914,  Lng: -96.412597),  Route carried "under" structure: City street ,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 4,640 (year 2019),  Features Intersected: TRI-VIEW & BNSF RR,  Facility Carried by Structure: WESLEY PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.374,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 70031,  Location: 3.0 mi. N of jct. U.S. 75 (Lat: 42.486744,  Lng: -96.394819),  Route carried "under" structure: City street ,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 3,550 (year 2016),  Features Intersected: FLOYD BLVD,  Facility Carried by Structure: I 29 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 700315,  Location: 0.8 MI. S. OF JCT. US 77 (Lat: 42.488092,  Lng: -96.398633),  Route carried "under" structure: State highway 12,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 1,850 (year 2020),  Truck Traffic: 4%,  Features Intersected: IA 12 SB VIRGINIA ST,  Facility Carried by Structure: I 29 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 68.082,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 70032,  Location: 0.8 mi. S of jct. U.S. 77 (Lat: 42.488125,  Lng: -96.397792),  Route carried "under" structure: State highway 12,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 1,850 (year 2020),  Truck Traffic: 4%,  Features Intersected: VIRGINIA ST,  Facility Carried by Structure: I 29 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 68.107,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

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Structure Number: 700325,  Location: I-29 NEBRASKA ST. RAMP D (Lat: 42.488219,  Lng: -96.397694),  Route carried "under" structure: State highway 12,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 3,700 (year 2020),  Truck Traffic: 4%,  Features Intersected: IA 12 & VIRGINIA ST,  Facility Carried by Structure: I29NBNEBRASKASTRP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 68.127,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.9m (203.1ft)

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Structure Number: 70033,  Location: 0.4 MI S. OF JCT. US 77 (Lat: 42.489236,  Lng: -96.405233),  Route carried "under" structure: State highway 12,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 2,065 (year 2020),  Truck Traffic: 7%,  Features Intersected: PIERCE ST FRONTAGE RD,  Facility Carried by Structure: I 29 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.040,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 700335,  Location: 0.4 MI. S OF JCT. US 77 (Lat: 42.489375,  Lng: -96.404544),  Route carried "under" structure: State highway 12,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 2,065 (year 2020),  Truck Traffic: 7%,  Features Intersected: PIERCE ST FRONTAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.021,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 70035,  Location: 0.6 mi. N of US 77 (Lat: 42.492175,  Lng: -96.423972),  Route carried "under" structure: City street ,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 1,400 (year 2018),  Features Intersected: HAMILTON BLVD,  Facility Carried by Structure: I 29 NB IA 12 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.072,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)