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

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Structure Number: 258,  Location: 000000000 (Lat: 41.670372,  Lng: -91.565467),  Route carried "on" structure: City street ,  Year Built: 1969,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 21,100 (year 2018),  Average Future Daily Traffic: 21,100 (year 2041),  Design Load: HS 20,  Features Intersected: CLEAR CREEK,  Facility Carried by Structure: 1ST AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Inventory Rating: 75.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.50m (57.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $605,000,  Roadway Improvement Cost: $61,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 31531,  Location: 0.3 mi. W of Jct. 1st Ave (Lat: 41.670769,  Lng: -91.571394),  Route carried "on" structure: US 6,  Year Built: 1998,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 28,600 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 28,600 (year 2041),  Design Load: H 20,  Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 410.758,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  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: 3199,  Location: 0.3 mi. E of Jct. I-380 (Lat: 41.694258,  Lng: -91.632744),  Route carried "on" structure: Interstate 80,  Year Built: 1963,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 18,850 (year 2020),  Truck Traffic: 27%,  Average Future Daily Traffic: 18,850 (year 2040),  Design Load: HS 20,  Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 384.638,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 75.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 32,  Location: 0.3 MI. E OF JCT. I-380 (Lat: 41.694431,  Lng: -91.632153),  Route carried "on" structure: Interstate 80,  Year Built: 1963,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 18,850 (year 2020),  Truck Traffic: 27%,  Average Future Daily Traffic: 18,850 (year 2040),  Design Load: HS 20,  Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 108.442,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 61.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 32011,  Location: 0.9 mi. E of Jct. I-380 (Lat: 41.694103,  Lng: -91.621331),  Route carried "on" structure: Interstate 80,  Year Built: 1995,  Status: Open,  Structure Length: 17.43m (57.19ft),  Average Daily Traffic: 26,600 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 26,600 (year 2038),  Design Load: HS 20,  Features Intersected: US 6 & IAIS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 385.589,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 60.0m (196.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 62.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2018,  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: 32021,  Location: 0.6 mi. W of Jct SR W60 (Lat: 41.694297,  Lng: -91.619269),  Route carried "on" structure: Interstate 80,  Year Built: 1992,  Status: Open,  Structure Length: 17.19m (56.40ft),  Average Daily Traffic: 26,600 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 26,600 (year 2040),  Design Load: HS 20,  Features Intersected: US 6 & IAIS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 107.371,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to 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: July 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: 3203,  Location: 1.6 mi. E of Jct. I-380 (Lat: 41.693889,  Lng: -91.608869),  Route carried "on" structure: Interstate 80,  Year Built: 1963,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 20,750 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 20,750 (year 2040),  Design Load: HS 20,  Features Intersected: IA 965/CORAL RIDGE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 386.626,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum 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: 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: 3204,  Location: 1.6 mi. E of Jct. I-380 (Lat: 41.694081,  Lng: -91.608111),  Route carried "on" structure: Interstate 80,  Year Built: 1963,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 20,650 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 20,650 (year 2040),  Design Load: HS 20,  Features Intersected: IA 965/CORAL RIDGE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 106.440,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 78.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum 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: 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: 3205,  Location: 3.0 MI. E OF JCT I-380 (Lat: 41.688772,  Lng: -91.581817),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 10,700 (year 2018),  Average Future Daily Traffic: 10,700 (year 2040),  Design Load: H 15,  Features Intersected: I-80,  Facility Carried by Structure: 12TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.637,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 48.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 3206,  Location: 3.0 mi. E of jct. I-380 (Lat: 41.688764,  Lng: -91.581106),  Route carried "on" structure: Interstate 80,  Year Built: 1963,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 24,900 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 24,900 (year 2040),  Design Load: HS 20,  Features Intersected: CIC RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 389.027,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 3207,  Location: 3.0 mi. E of jct. I-380 (Lat: 41.688778,  Lng: -91.580414),  Route carried "on" structure: Interstate 80,  Year Built: 1963,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 24,900 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 24,900 (year 2040),  Design Load: HS 20,  Features Intersected: CIC RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 104.041,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 47.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 32091,  Location: 3.0 MI. W OF JCT. IA 1 (Lat: 41.685447,  Lng: -91.558106),  Route carried "on" structure: Interstate 80,  Year Built: 1960,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 13.17m (43.21ft),  Average Daily Traffic: 26,550 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 26,550 (year 2041),  Design Load: HS 20,  Features Intersected: IOWA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 390.990,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Underwater Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 204091,  Location: 079070102 (Lat: 41.687397,  Lng: -91.617897),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 1,430 (year 2018),  Average Future Daily Traffic: 1,430 (year 2041),  Design Load: HS 20,  Features Intersected: DEER CREEK,  Facility Carried by Structure: DEER CK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.900,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 20487,  Location: 080061105 (Lat: 41.746883,  Lng: -91.514517),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 990 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 990 (year 2041),  Design Load: HS 20,  Features Intersected: TURKEY CREEK,  Facility Carried by Structure: FM SUGAR BTM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.169,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 205081,  Location: 000000000 (Lat: 41.691608,  Lng: -91.617458),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 1,430 (year 2010),  Average Future Daily Traffic: 1,430 (year 2041),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: DEER CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.291,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 69.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 359281,  Location: 080063204 (Lat: 41.700097,  Lng: -91.562622),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 6,900 (year 2018),  Average Future Daily Traffic: 6,900 (year 2041),  Design Load: H 20,  Features Intersected: MUDDY CREEK,  Facility Carried by Structure: 1ST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.945,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 365425,  Location: 080063304 (Lat: 41.699725,  Lng: -91.549497),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 4,020 (year 2018),  Average Future Daily Traffic: 4,020 (year 2041),  Design Load: HS 20,  Features Intersected: MUDDY CREEK,  Facility Carried by Structure: OAKDALE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.200,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft)

Condition: Channel: Very good,  Culverts: Very 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: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2021

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Structure Number: 50361,  Location: 000000000 (Lat: 41.694942,  Lng: -91.582525),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 5,300 (year 2014),  Average Future Daily Traffic: 5,300 (year 2041),  Design Load: HS 20,  Features Intersected: CIC RR,  Facility Carried by Structure: HOLIDAY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.589,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 56.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 10.20m (33.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 50428,  Location: 000000000 (Lat: 41.705272,  Lng: -91.573469),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 6,000 (year 2014),  Average Future Daily Traffic: 6,000 (year 2041),  Design Load: HS 20,  Features Intersected: MUDDY CREEK,  Facility Carried by Structure: OAKDALE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.655,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.50m (54.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50496,  Location: 000000000 (Lat: 41.700786,  Lng: -91.551797),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 4,020 (year 2018),  Average Future Daily Traffic: 4,020 (year 2041),  Design Load: HS 20,  Features Intersected: MUDDY CREEK,  Facility Carried by Structure: OAKDALE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.662,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present 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: June 2021

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Structure Number: 600351,  Location: I-80 / I-380 INTERCHANGE (Lat: 41.693964,  Lng: -91.637875),  Route carried "on" structure: US 218,  Year Built: 2021,  Status: Open,  Structure Length: 10.59m (34.74ft),  Average Daily Traffic: 12,850 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,850 (year 2041),  Design Load: HL 93,  Features Intersected: I 80,  Facility Carried by Structure: I 380 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 156.267,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 20.3m (66.6ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 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: 600366,  Location: I-80/I-380/US 218 INTERCH (Lat: 41.694728,  Lng: -91.631944),  Route carried "on" structure: Ramp Interstate 80,  Year Built: 2021,  Status: Open,  Structure Length: 8.22m (26.97ft),  Design Load: HL 93,  Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.624,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.7m (120.4ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 605146,  Location: I-80/I-380/US 218 INTERCH (Lat: 41.693228,  Lng: -91.632486),  Route carried "on" structure: Ramp Interstate 80,  Year Built: 2021,  Status: Open,  Structure Length: 7.68m (25.20ft),  Design Load: HL 93,  Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.974,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  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: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: 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: 605565,  Location: 0.9 mi. S of Jct. I-80 (Lat: 41.682864,  Lng: -91.631650),  Route carried "on" structure: US 218,  Year Built: 1970,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 33,500 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 33,500 (year 2040),  Design Load: HS 20,  Features Intersected: DEER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 154.930,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 44.1 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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 70014,  Location: 3.4 mi. W of Jct. Iowa #1 (Lat: 41.685533,  Lng: -91.564606),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 7,400 (year 2018),  Average Future Daily Traffic: 7,400 (year 2040),  Design Load: H 20,  Features Intersected: I-80,  Facility Carried by Structure: 1ST AVE NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.185,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  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: 70069,  Location: I-80, I-380, US 218 INTER (Lat: 41.691947,  Lng: -91.636764),  Route carried "on" structure: US 218,  Year Built: 2021,  Status: Open,  Structure Length: 5.37m (17.62ft),  Average Daily Traffic: 12,850 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,850 (year 2041),  Design Load: HL 93,  Features Intersected: I380 SB TO I80 EB RAMP F
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 156.023,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 52.7m (172.9ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 20.3m (66.6ft)

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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 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: 7007,  Location: I-80 / I-380 INTERCHANGE (Lat: 41.696039,  Lng: -91.639019),  Route carried "on" structure: Interstate 380,  Year Built: 2021,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 17,150 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 17,150 (year 2041),  Design Load: HL 93,  Features Intersected: I 80 WB RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.211,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 20.3m (66.6ft)

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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 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: 32011,  Location: 0.9 mi. E of Jct. I-380 (Lat: 41.694103,  Lng: -91.621331),  Route carried "under" structure: US 6,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 4,900 (year 2020),  Truck Traffic: 8%,  Features Intersected: US 6 & IAIS RR,  Facility Carried by Structure: EB I-80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 405.917,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 60.0m (196.9ft)

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Structure Number: 32021,  Location: 0.6 mi. W of Jct SR W60 (Lat: 41.694297,  Lng: -91.619269),  Route carried "under" structure: US 6,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 4,900 (year 2020),  Truck Traffic: 8%,  Features Intersected: US 6 & IAIS RR,  Facility Carried by Structure: I 80 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 405.869,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.0m (200.1ft)

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Structure Number: 3203,  Location: 1.6 mi. E of Jct. I-380 (Lat: 41.693889,  Lng: -91.608869),  Route carried "under" structure: State highway 965,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 12,700 (year 2020),  Truck Traffic: 4%,  Features Intersected: IA 965/CORAL RIDGE AVE,  Facility Carried by Structure: EB I-80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.607,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 3204,  Location: 1.6 mi. E of Jct. I-380 (Lat: 41.694081,  Lng: -91.608111),  Route carried "under" structure: State highway 965,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 12,700 (year 2020),  Truck Traffic: 4%,  Features Intersected: IA 965/CORAL RIDGE AVE,  Facility Carried by Structure: I 80 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.628,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 3205,  Location: 3.0 MI. E OF JCT I-380 (Lat: 41.688772,  Lng: -91.581817),  Route carried "under" structure: Interstate 80,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 49,800 (year 2020),  Truck Traffic: 28%,  Features Intersected: I-80,  Facility Carried by Structure: 12TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 388.958,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 3208,  Location: 3.4 MI. W OF Jct. IA 1 (Lat: 41.685889,  Lng: -91.564689),  Route carried "under" structure: Interstate 80,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 21,300 (year 2020),  Truck Traffic: 31%,  Features Intersected: I-80,  Facility Carried by Structure: 1ST AVE SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 390.432,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 600351,  Location: I-80 / I-380 INTERCHANGE (Lat: 41.693964,  Lng: -91.637875),  Route carried "under" structure: Interstate 80,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 18,850 (year 2020),  Truck Traffic: 27%,  Features Intersected: I 80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 384.195,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 70014,  Location: 3.4 mi. W of Jct. Iowa #1 (Lat: 41.685533,  Lng: -91.564606),  Route carried "under" structure: Interstate 80,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 21,300 (year 2020),  Truck Traffic: 31%,  Features Intersected: I-80,  Facility Carried by Structure: 1ST AVE NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 390.445,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 70069,  Location: I-80, I-380, US 218 INTER (Lat: 41.691947,  Lng: -91.636764),  Route carried "under" structure: Ramp Interstate 80,  Year Built: 2021,  Structure Length: 0. m,  Features Intersected: I380 SB TO I80 EB RAMP F,  Facility Carried by Structure: US 218 IA 27 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.429,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.7m (172.9ft)