Bridge Statistics for Council Bluffs, Iowa (IA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 70001,  Location: 0.7 MI. E OF 24th Street (Lat: 41.232569,  Lng: -95.864383),  Route carried "on" structure: Interstate 29,  Year Built: 2014,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 35,250 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 35,250 (year 2041),  Design Load: HL 93,  Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.604,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 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: 700015,  Location: 0.7 MI. E OF 24TH ST (Lat: 41.231978,  Lng: -95.865389),  Route carried "on" structure: Interstate 29,  Year Built: 2018,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 35,250 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 35,250 (year 2041),  Design Load: HL 93,  Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 163.965,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 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: 700045,  Location: I-80, I-29 AND RAMPS (Lat: 41.231119,  Lng: -95.899178),  Route carried "on" structure: Ramp Interstate 80,  Year Built: 2014,  Status: Open,  Structure Length: 60.53m (198.59ft),  Average Daily Traffic: 5,400 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,400 (year 2040),  Design Load: HL 93,  Features Intersected: I80 & I29 INTERCHANGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.583,  Lanes on structure: 1,  Lanes under structure: 17,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 59.4m (194.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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,  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: October 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: 70005,  Location: I-80 AND RAMPS (Lat: 41.236572,  Lng: -95.900519),  Route carried "on" structure: Interstate 29,  Year Built: 2014,  Status: Open,  Structure Length: 66.26m (217.39ft),  Average Daily Traffic: 24,700 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 24,700 (year 2040),  Design Load: HL 93,  Features Intersected: I-80 & I-29 INTERCHANGE
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 160.741,  Lanes on structure: 3,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 75.6m (248.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 48.0 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: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 70012,  Location: N-E- CONNECTOR (Lat: 41.234042,  Lng: -95.900078),  Route carried "on" structure: US 6,  Year Built: 2019,  Status: Open,  Structure Length: 32.83m (107.71ft),  Average Daily Traffic: 26,100 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 26,100 (year 2042),  Design Load: HL 93,  Features Intersected: US 6 TO I 80 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.204,  Lanes on structure: 2,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 76.2m (250.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 48.0 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: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  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: 70019,  Location: At jct. I-29 (Lat: 41.221031,  Lng: -95.831678),  Route carried "on" structure: US 275,  Year Built: 2015,  Status: Open,  Structure Length: 14.60m (47.90ft),  Average Daily Traffic: 8,250 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,250 (year 2041),  Design Load: HL 93,  Features Intersected: I 29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 86.863,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 46.0m (150.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: Meets minimum limits,  Underclear: Equal to 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: 700195,  Location: AT JCT OF I-29 (Lat: 41.220014,  Lng: -95.832736),  Route carried "on" structure: State highway 92,  Year Built: 2016,  Status: Open,  Structure Length: 14.60m (47.90ft),  Average Daily Traffic: 8,250 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,250 (year 2041),  Design Load: HL 93,  Features Intersected: I 29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.222,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 46.0m (150.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 16.0m (52.5ft)

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: Equal to 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: 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: 70021,  Location: 0.4 MI. S OF JCT. US 275 (Lat: 41.218069,  Lng: -95.831019),  Route carried "on" structure: Ramp US 275,  Year Built: 2017,  Status: Open,  Structure Length: 3.92m (12.86ft),  Average Daily Traffic: 2,450 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 2,450 (year 2041),  Design Load: HL 93,  Features Intersected: MSE WALL,  Facility Carried by Structure: I 29 SB ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.362,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.9m (124.3ft),  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: 61.6 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: 35.3 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,  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: 700385,  Location: 4.4 MI. E OF NE LINE (Lat: 41.232864,  Lng: -95.830286),  Route carried "on" structure: Interstate 80,  Year Built: 2017,  Status: Open,  Structure Length: 102.35m (335.79ft),  Average Daily Traffic: 19,100 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 19,100 (year 2041),  Design Load: HL 93,  Features Intersected: I29 RR HARRY LANGDON BLV
Minimum Vertical Clearance: 6.63m (21.75ft),  Kilometerpoint: 485.599,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 84.7m (277.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 48.6 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: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  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: 70039,  Location: 4.0 MI. E OF NE LINE (Lat: 41.231917,  Lng: -95.834928),  Route carried "on" structure: Ramp Interstate 80,  Year Built: 2017,  Status: Open,  Structure Length: 36.36m (119.29ft),  Average Daily Traffic: 1,210 (year 2020),  Truck Traffic: 29%,  Average Future Daily Traffic: 1,210 (year 2041),  Design Load: HL 93,  Features Intersected: RR & DRAINAGE DITCH
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 0.229,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 81.9m (268.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.0 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,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 700395,  Location: 4.0 MI. E. OF NEB. LINE (Lat: 41.232139,  Lng: -95.833353),  Route carried "on" structure: Ramp Interstate 80,  Year Built: 2017,  Status: Open,  Structure Length: 112.11m (367.81ft),  Average Daily Traffic: 2,200 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 2,200 (year 2041),  Design Load: HL 93,  Features Intersected: I80 US 6 I29 & RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.174,  Lanes on structure: 1,  Lanes under structure: 19,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 78.6m (257.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 43.7 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: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: 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: 7004,  Location: I-80 EB VIADUCT (Lat: 41.232031,  Lng: -95.842297),  Route carried "on" structure: Interstate 80,  Year Built: 2019,  Status: Open,  Structure Length: 10.27m (33.69ft),  Average Daily Traffic: 16,400 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 16,400 (year 2042),  Design Load: HL 93,  Features Intersected: I29 RR HARRY LANGDON BLV
Minimum Vertical Clearance: 7.24m (23.75ft),  Kilometerpoint: 5.758,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 83.8m (274.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 43.1 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: 33.4 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: 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: March 2022,  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: 700405,  Location: I-29 TO I-80 EB RAMP D (Lat: 41.229942,  Lng: -95.837353),  Route carried "on" structure: Ramp Interstate 80,  Year Built: 2019,  Status: Open,  Structure Length: 16.49m (54.10ft),  Average Daily Traffic: 1,980 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 1,980 (year 2040),  Design Load: HL 93,  Features Intersected: CBEC RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.381,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 64.0m (210.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 47.3 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: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 70041,  Location: I-29/I-80 RAMP F (Lat: 41.230425,  Lng: -95.841947),  Route carried "on" structure: Ramp Interstate 80,  Year Built: 2019,  Status: Open,  Structure Length: 80.64m (264.57ft),  Average Daily Traffic: 1,210 (year 2020),  Truck Traffic: 29%,  Average Future Daily Traffic: 1,210 (year 2040),  Design Load: HL 93,  Features Intersected: I 29 & CBEC RR
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 1.254,  Lanes on structure: 3,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 71.6m (234.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 45.4 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: 35.0 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: Superior 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: November 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: 700485,  Location: E-W CONNECTOR (Lat: 41.233589,  Lng: -95.894842),  Route carried "on" structure: Ramp Interstate 80,  Year Built: 2019,  Status: Open,  Structure Length: 28.06m (92.06ft),  Average Daily Traffic: 6,400 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 6,400 (year 2041),  Design Load: HL 93,  Features Intersected: I 29 NB
Minimum Vertical Clearance: 6.45m (21.16ft),  Kilometerpoint: 0.465,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 72.5m (237.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: 70066,  Location: AT JCT. 192 (Lat: 41.232725,  Lng: -95.850881),  Route carried "on" structure: Interstate 29,  Year Built: 2017,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 27,150 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 27,150 (year 2041),  Design Load: HL 93,  Features Intersected: IA 192
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 79.471,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 47.9m (157.2ft),  Curb-To-Curb Width: 24.8m (81.4ft),  Out-to-Out Width: 25.8m (84.6ft)

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: 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: 70067,  Location: AT JCT. IA 192 (Lat: 41.231828,  Lng: -95.851767),  Route carried "on" structure: Ramp Interstate 80,  Year Built: 2020,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 2,460 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 2,460 (year 2040),  Design Load: HL 93,  Features Intersected: IA 192,  Facility Carried by Structure: I 29 SB ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.401,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 47.9m (157.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 3614,  Location: AT JCT. OF I-29 (Lat: 41.149283,  Lng: -95.822747),  Route carried "under" structure: Interstate 29,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 2020),  Truck Traffic: 23%,  Features Intersected: I-29,  Facility Carried by Structure: BUNGE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 68.948,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 3636,  Location: 1.8 mi. S of Jct. SR H-10 (Lat: 41.123083,  Lng: -95.822811),  Route carried "under" structure: Interstate 29,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 18,800 (year 2020),  Truck Traffic: 23%,  Features Intersected: I-29,  Facility Carried by Structure: ALLIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 66.009,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 43131,  Location: 3.2 MI. E. OF NEBR. LINE (Lat: 41.261844,  Lng: -95.864075),  Route carried "under" structure: City street ,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 2,531 (year 1998),  Features Intersected: UP&CNIC RR & CITY STREET,  Facility Carried by Structure: W BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.021,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.3m (151.9ft)

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Structure Number: 4457,  Location: 2.6 mi. S of Jct. IA 92 (Lat: 41.189622,  Lng: -95.824050),  Route carried "under" structure: Interstate 29,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 23,200 (year 2020),  Truck Traffic: 22%,  Features Intersected: I-29,  Facility Carried by Structure: BASSWOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 73.423,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 44651,  Location: AT JCT. 192 (Lat: 41.232447,  Lng: -95.850847),  Route carried "under" structure: State highway 192,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 11,250 (year 2020),  Truck Traffic: 5%,  Features Intersected: IA 192,  Facility Carried by Structure: I 80 WB US 6 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.188,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.9m (157.2ft)

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Structure Number: 44661,  Location: AT JCT. IA 192 (Lat: 41.232025,  Lng: -95.851786),  Route carried "under" structure: State highway 192,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 12,050 (year 2020),  Truck Traffic: 7%,  Features Intersected: IA 192,  Facility Carried by Structure: I 29 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.140,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.9m (157.2ft)

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Structure Number: 44691,  Location: 1.7 mi. E of NE St. Line (Lat: 41.231878,  Lng: -95.879161),  Route carried "under" structure: Interstate 80,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 53,000 (year 2020),  Truck Traffic: 20%,  Features Intersected: I 80 I 29 US 6,  Facility Carried by Structure: 24TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.643,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.4m (178.5ft)

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Structure Number: 4472,  Location: 1.4 MI. S OF JCT. US 6 (Lat: 41.241958,  Lng: -95.904406),  Route carried "under" structure: City street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 3,200 (year 2016),  Features Intersected: NEBRASKA AVE & UPRR SPUR,  Facility Carried by Structure: I 29 NB US 6 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.217,  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: 44721,  Location: 1.4 MI. S OF JCT. US 6 (Lat: 41.241928,  Lng: -95.903922),  Route carried "under" structure: City street ,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 3,200 (year 2016),  Features Intersected: NEBRASKA AVE UP RR,  Facility Carried by Structure: I 29 NB US 6 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.253,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.0m (173.9ft)

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Structure Number: 4473,  Location: 1.4 MI. S OF JCT. US 6 (Lat: 41.242328,  Lng: -95.905133),  Route carried "under" structure: City street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 3,200 (year 2016),  Features Intersected: NEBR AVE & UPRR SPUR,  Facility Carried by Structure: I 29 SB US 6 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.188,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 4474,  Location: 0.6 MI. S OF JCT. U.S. 6 (Lat: 41.253489,  Lng: -95.906725),  Route carried "under" structure: City street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 3,300 (year 2016),  Features Intersected: 9TH AVE,  Facility Carried by Structure: I 29 NB US 6 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 4475,  Location: 0.6 MI. S OF JCT. U.S. 6 (Lat: 41.253864,  Lng: -95.906967),  Route carried "under" structure: City street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 3,300 (year 2016),  Features Intersected: 9TH AVE,  Facility Carried by Structure: I 29 SB US 6 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.027,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 4476,  Location: 0.1 MI. S OF JCT. U.S. 6 (Lat: 41.259644,  Lng: -95.907033),  Route carried "under" structure: City street ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 1,030 (year 2015),  Features Intersected: 2ND AVE,  Facility Carried by Structure: I 29 NB US 6 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.220,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.9m (52.2ft)

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Structure Number: 4477,  Location: 0.1 MI. S OF JCT. US 6 (Lat: 41.259853,  Lng: -95.907756),  Route carried "under" structure: City street ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 1,030 (year 2015),  Features Intersected: 2ND AVE,  Facility Carried by Structure: I 29 SB US 6 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.164,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 4479,  Location: AT JCT US 6 & I-480 (Lat: 41.261617,  Lng: -95.907339),  Route carried "under" structure: Interstate 480,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 15,700 (year 2020),  Truck Traffic: 2%,  Features Intersected: I 480,  Facility Carried by Structure: I 29 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.186,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 448,  Location: AT JCT. I-480 (Lat: 41.262789,  Lng: -95.909336),  Route carried "under" structure: Interstate 480,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 18,400 (year 2020),  Truck Traffic: 2%,  Features Intersected: I-480 & US 6 WB,  Facility Carried by Structure: I 29 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.054,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 4481,  Location: 0.3 MI. N. OF JCT. US 6 (Lat: 41.267850,  Lng: -95.908042),  Route carried "under" structure: City street ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 1,725 (year 2016),  Features Intersected: AVE G,  Facility Carried by Structure: NB I-29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.531,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 4482,  Location: 0.3 MI. N. OF JCT. U.S. 6 (Lat: 41.268269,  Lng: -95.908131),  Route carried "under" structure: City street ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 1,725 (year 2016),  Features Intersected: AVE G,  Facility Carried by Structure: SB I-29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.507,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 4483,  Location: 1.0 MI. S OF IA 192 (Lat: 41.274881,  Lng: -95.882050),  Route carried "under" structure: City street ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 2,105 (year 2016),  Features Intersected: 25TH ST,  Facility Carried by Structure: I 29 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.432,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 4484,  Location: 1.0 MI. S OF IA 192 (Lat: 41.275069,  Lng: -95.881469),  Route carried "under" structure: City street ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 2,105 (year 2016),  Features Intersected: 25TH ST,  Facility Carried by Structure: I 29 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.456,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 4487,  Location: At N jct. of IA 192 (Lat: 41.285217,  Lng: -95.867661),  Route carried "under" structure: Interstate 29,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 1,980 (year 2020),  Truck Traffic: 7%,  Features Intersected: SB IA 192
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.270,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 45082,  Location: NEBR. STATE LINE (Lat: 41.231611,  Lng: -95.910931),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 80 (year 2012),  Features Intersected: MISSOURI RIVER, RD & RR,  Facility Carried by Structure: I-80 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.109,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 129.5m (424.9ft)

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Structure Number: 4517,  Location: At Madison Ave. (Lat: 41.241858,  Lng: -95.823789),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 5,500 (year 2016),  Features Intersected: MADISON AVE,  Facility Carried by Structure: EB I 80 & US 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.473,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 4518,  Location: At Madison Ave. (Lat: 41.242328,  Lng: -95.823714),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 5,500 (year 2016),  Features Intersected: MADISON AVE,  Facility Carried by Structure: WB I 80 & US 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.497,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 4519,  Location: 3.2 MI. W OF US 6 (Lat: 41.244236,  Lng: -95.820044),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 4,500 (year 2008),  Features Intersected: BNSF RR,RD & CREEK,  Facility Carried by Structure: EB I 80 & US 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.862,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 452,  Location: 3.2 MI. W OF JCT. US 6 (Lat: 41.245192,  Lng: -95.818206),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 4,450 (year 2012),  Features Intersected: BNSF RR,RD & CREEK,  Facility Carried by Structure: I 80 & US 6 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.833,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 4521,  Location: 2.3 MI. W OF JCT. US 6 (Lat: 41.253147,  Lng: -95.809183),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 1,680 (year 2016),  Features Intersected: FRANKLIN AVE,  Facility Carried by Structure: EB I 80 & US 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.727,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 4522,  Location: 2.3 MI. W OF JCT. US 6 (Lat: 41.253586,  Lng: -95.809167),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 1,680 (year 2016),  Features Intersected: FRANKLIN AVE,  Facility Carried by Structure: WB I 80 & US 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.756,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 4523,  Location: 1.6 mi. W of Jct. U.S. 6 (Lat: 41.260664,  Lng: -95.803142),  Route carried "under" structure: City street ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 1,865 (year 2016),  Features Intersected: MCPHERSON AVE,  Facility Carried by Structure: EB I 80 & US 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.969,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 4524,  Location: 1.6 mi. W of Jct. U.S. 6 (Lat: 41.261208,  Lng: -95.803031),  Route carried "under" structure: City street ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 1,865 (year 2016),  Features Intersected: MCPHERSON AVE,  Facility Carried by Structure: WB I 80 & US 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.937,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 4526,  Location: AT JCT US 6 (Lat: 41.279739,  Lng: -95.784633),  Route carried "under" structure: State highway 906,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 3,300 (year 2020),  Truck Traffic: 5%,  Features Intersected: US 6,  Facility Carried by Structure: I 80 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.317,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 4527,  Location: AT JCT US 6 (Lat: 41.280436,  Lng: -95.784500),  Route carried "under" structure: State highway 906,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 3,300 (year 2020),  Truck Traffic: 5%,  Features Intersected: US 6,  Facility Carried by Structure: I 80 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.289,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 4568,  Location: 0.4 MI. E OF NE ST. LINE (Lat: 41.261231,  Lng: -95.914150),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 810 (year 2016),  Features Intersected: 41ST STREET,  Facility Carried by Structure: I 480 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.087,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 50023,  Location: 1.1 MI. N OF I-80 (Lat: 41.253528,  Lng: -95.853992),  Route carried "under" structure: City street ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 5,500 (year 2008),  Features Intersected: VIADUCT(RR & STREETS),  Facility Carried by Structure: SOUTH EXPRESSWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.463,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: 50478,  Location: Ave G over Railroads (Lat: 41.267983,  Lng: -95.863736),  Route carried "under" structure: City street ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 21 (year 1978),  Features Intersected: RRS, N 10TH AND N 13TH,  Facility Carried by Structure: G AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.687,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.9m (180.1ft)

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Structure Number: 60899,  Location: 0.4 mi. E of NE St. line (Lat: 41.261008,  Lng: -95.914583),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 810 (year 2016),  Features Intersected: 41ST STREET,  Facility Carried by Structure: I 480 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.063,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 60909,  Location: S. Expressway NB (Lat: 41.246403,  Lng: -95.853928),  Route carried "under" structure: City street ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 2,750 (year 2008),  Features Intersected: VIADUCT(OVER RR & STREET,  Facility Carried by Structure: SOUTH EXPRESSWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.479,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: 60909,  Location: S. Expressway NB (Lat: 41.246403,  Lng: -95.853928),  Route carried "under" structure: City street ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 1,266 (year 1998),  Features Intersected: VIADUCT(OVER RR & STREET,  Facility Carried by Structure: SOUTH EXPRESSWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.168,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: 60909,  Location: S. Expressway NB (Lat: 41.246403,  Lng: -95.853928),  Route carried "under" structure: City street ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 2,110 (year 2012),  Features Intersected: VIADUCT(OVER RR & STREET,  Facility Carried by Structure: SOUTH EXPRESSWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.854,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: 60909,  Location: S. Expressway NB (Lat: 41.246403,  Lng: -95.853928),  Route carried "under" structure: City street ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 1,743 (year 2021),  Features Intersected: VIADUCT(OVER RR & STREET,  Facility Carried by Structure: SOUTH EXPRESSWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.073,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: 60909,  Location: S. Expressway NB (Lat: 41.246403,  Lng: -95.853928),  Route carried "under" structure: City street ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 1,266 (year 1998),  Features Intersected: VIADUCT(OVER RR & STREET,  Facility Carried by Structure: SOUTH EXPRESSWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.046,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: 609905,  Location: NEBRASKA STATE LINE (Lat: 41.232328,  Lng: -95.903986),  Route carried "under" structure: City street ,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 80 (year 2012),  Features Intersected: MISSOURI RVR, RD, RR,  Facility Carried by Structure: I 80 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.138,  Lanes on structure: 5,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 129.5m (424.9ft)

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Structure Number: 700045,  Location: I-80, I-29 AND RAMPS (Lat: 41.231119,  Lng: -95.899178),  Route carried "under" structure: US 6,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 26,100 (year 2020),  Truck Traffic: 14%,  Features Intersected: I80 & I29 INTERCHANGE,  Facility Carried by Structure: I 80 EB TO I 29 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 513.944,  Lanes on structure: 1,  Lanes under structure: 17,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 59.4m (194.9ft)

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Structure Number: 700045,  Location: I-80, I-29 AND RAMPS (Lat: 41.231119,  Lng: -95.899178),  Route carried "under" structure: Interstate 29,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 24,700 (year 2020),  Truck Traffic: 15%,  Features Intersected: I80 & I29 INTERCHANGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.358,  Lanes on structure: 1,  Lanes under structure: 17,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 59.4m (194.9ft)

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Structure Number: 700045,  Location: I-80, I-29 AND RAMPS (Lat: 41.231119,  Lng: -95.899178),  Route carried "under" structure: Interstate 80,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 47,000 (year 2020),  Truck Traffic: 21%,  Features Intersected: I80 & I29 INTERCHANGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.244,  Lanes on structure: 1,  Lanes under structure: 17,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 59.4m (194.9ft)

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Structure Number: 70005,  Location: I-80 AND RAMPS (Lat: 41.236572,  Lng: -95.900519),  Route carried "under" structure: Interstate 80,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 47,000 (year 2020),  Truck Traffic: 21%,  Features Intersected: I-80 & I-29 INTERCHANGE,  Facility Carried by Structure: I 29 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.147,  Lanes on structure: 3,  Lanes under structure: 11,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 75.6m (248.0ft)

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Structure Number: 70012,  Location: N-E- CONNECTOR (Lat: 41.234042,  Lng: -95.900078),  Route carried "under" structure: Interstate 80,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 47,000 (year 2020),  Truck Traffic: 21%,  Features Intersected: US 6 TO I 80 EB,  Facility Carried by Structure: US 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.025,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 76.2m (250.0ft)

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Structure Number: 70019,  Location: At jct. I-29 (Lat: 41.221031,  Lng: -95.831678),  Route carried "under" structure: Interstate 29,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 11,150 (year 2020),  Truck Traffic: 23%,  Features Intersected: I 29,  Facility Carried by Structure: US 275 NB IA 92 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 77.134,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.0m (150.9ft)

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Structure Number: 700195,  Location: AT JCT OF I-29 (Lat: 41.220014,  Lng: -95.832736),  Route carried "under" structure: Interstate 29,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 9,400 (year 2020),  Truck Traffic: 22%,  Features Intersected: I 29,  Facility Carried by Structure: IA 92 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 77.118,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.0m (150.9ft)

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Structure Number: 700385,  Location: 4.4 MI. E OF NE LINE (Lat: 41.232864,  Lng: -95.830286),  Route carried "under" structure: Ramp Interstate 29,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 1,210 (year 2020),  Truck Traffic: 29%,  Features Intersected: I29 RR HARRY LANGDON BLV,  Facility Carried by Structure: I 80 WB US 6 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.599,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 84.7m (277.9ft)

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Structure Number: 700395,  Location: 4.0 MI. E. OF NEB. LINE (Lat: 41.232139,  Lng: -95.833353),  Route carried "under" structure: Interstate 80,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 32,800 (year 2020),  Truck Traffic: 23%,  Features Intersected: I80 US 6 I29 & RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.953,  Lanes on structure: 1,  Lanes under structure: 19,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 78.6m (257.9ft)