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

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Structure Number: 60711,  Location: 0.3 Mi. S of IA 922 (Lat: 41.971364,  Lng: -91.674033),  Route carried "on" structure: Interstate 380,  Year Built: 1975,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 25,850 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 25,850 (year 2040),  Design Load: HS 20,  Features Intersected: 5TH AVE SW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 86.132,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  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: Low Slump Concrete

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Structure Number: 60712,  Location: 0.3 mi. E of Jct. I-380 (Lat: 41.926786,  Lng: -91.664161),  Route carried "on" structure: US 30,  Year Built: 1975,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 17,600 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 17,600 (year 2041),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 402.840,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 78.3m (256.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 38.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 700375,  Location: 1.7 Mi. NE of E36 (Lat: 42.026622,  Lng: -91.743964),  Route carried "on" structure: State highway 100,  Year Built: 2016,  Status: Open,  Structure Length: 57.46m (188.52ft),  Average Daily Traffic: 10,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 10,000 (year 2040),  Design Load: HL 93,  Features Intersected: CEDAR RIVER & IANR RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.041,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 76.7m (251.6ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  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,  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: 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: 70043,  Location: JCT COVINGTON RD & IA 100 (Lat: 42.011789,  Lng: -91.765983),  Route carried "on" structure: County highway ,  Year Built: 2015,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 7,000 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,000 (year 2041),  Design Load: HL 93,  Features Intersected: IA 100,  Facility Carried by Structure: COVINGTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.630,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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: 700435,  Location: 1.0 MI NW OF JCT CR W36 (Lat: 42.018375,  Lng: -91.755647),  Route carried "on" structure: State highway 100,  Year Built: 2016,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,000 (year 2041),  Design Load: HL 93,  Features Intersected: OLD FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.710,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.8m (81.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: 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: 70044,  Location: 1.0 MI NW OF JCT CR W36 (Lat: 42.018894,  Lng: -91.755375),  Route carried "on" structure: State highway 100,  Year Built: 2016,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 5,050 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,050 (year 2041),  Design Load: HL 93,  Features Intersected: OLD FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.221,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.8m (81.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

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: Better than present minimum 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: 700445,  Location: CEDAR RAPIDS (Lat: 42.030336,  Lng: -91.713739),  Route carried "on" structure: State highway 100,  Year Built: 2016,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 5,050 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,050 (year 2041),  Design Load: HL 93,  Features Intersected: USHERS FERRY RD & CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.652,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 47.6m (156.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very 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,  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: 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: 70045,  Location: CEDAR RAPIDS (Lat: 42.030431,  Lng: -91.712153),  Route carried "on" structure: State highway 100,  Year Built: 2016,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,000 (year 2041),  Design Load: HL 93,  Features Intersected: USHERS FERRY RD & CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.194,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 47.5m (155.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very 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,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 700455,  Location: EDGEWOOD ROAD OVER IA 100 (Lat: 42.028642,  Lng: -91.701950),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 3.92m (12.86ft),  Average Daily Traffic: 23,900 (year 2021),  Average Future Daily Traffic: 23,900 (year 2041),  Design Load: HL 93,  Features Intersected: IA 100,  Facility Carried by Structure: EDGEWOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.094,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 55.3m (181.4ft),  Out-to-Out Width: 56.4m (185.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 700585,  Location: US 30 RAMP D (Lat: 41.959633,  Lng: -91.776486),  Route carried "on" structure: State highway 100,  Year Built: 2018,  Status: Open,  Structure Length: 12.31m (40.39ft),  Average Daily Traffic: 760 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 760 (year 2042),  Design Load: HL 93,  Features Intersected: US 30WB/US 218NB ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.433,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  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: 55.5m (182.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 50.9 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: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 70059,  Location: US 30 RAMP H (Lat: 41.961389,  Lng: -91.779142),  Route carried "on" structure: State highway 100,  Year Built: 2018,  Status: Open,  Structure Length: 20.94m (68.70ft),  Average Daily Traffic: 760 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 760 (year 2041),  Design Load: HL 93,  Features Intersected: US 30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.354,  Lanes on structure: 2,  Lanes under structure: 2,  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: 4,  Length of Maximum Span: 68.0m (223.1ft),  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,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 700595,  Location: 1 mi S IA100/SR E48 INTCH (Lat: 41.964781,  Lng: -91.778817),  Route carried "on" structure: State highway 100,  Year Built: 2018,  Status: Open,  Structure Length: 17.41m (57.12ft),  Average Daily Traffic: 2,230 (year 2020),  Truck Traffic: 27%,  Average Future Daily Traffic: 2,230 (year 2040),  Design Load: HL 93,  Features Intersected: US 30 EB TO IA 100 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.974,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 79.9m (262.1ft),  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: 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: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 7006,  Location: IA-100/US-30 INTERCHANGE (Lat: 41.969514,  Lng: -91.778056),  Route carried "on" structure: State highway 100,  Year Built: 2017,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 2,190 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 2,190 (year 2041),  Design Load: HL 93,  Features Intersected: 16TH AVE ACCESS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.563,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 700605,  Location: IA-100/US-30 INTERCHANGE (Lat: 41.970181,  Lng: -91.778375),  Route carried "on" structure: State highway 100,  Year Built: 2017,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 2,190 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 2,190 (year 2041),  Design Load: HL 93,  Features Intersected: 16TH AVE ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.372,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 70061,  Location: IA100 & SR E48 INTCHG. (Lat: 41.978747,  Lng: -91.777503),  Route carried "on" structure: County highway ,  Year Built: 2018,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 2,170 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,170 (year 2041),  Design Load: HL 93,  Features Intersected: IA 100,  Facility Carried by Structure: E 48 E AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.680,  Lanes on structure: 2,  Lanes under structure: 4,  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: 2,  Length of Maximum Span: 36.9m (121.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.8m (12.5ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 23.0m (75.5ft)

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

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Structure Number: 700615,  Location: 0.1 mi N of SR E48 INTCHG (Lat: 41.979575,  Lng: -91.776733),  Route carried "on" structure: State highway 100,  Year Built: 2016,  Status: Open,  Structure Length: 13.11m (43.01ft),  Average Daily Traffic: 1,545 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 1,545 (year 2040),  Design Load: HL 93,  Features Intersected: MORGAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.686,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 70062,  Location: 0.1 MI N of SR E48 INTCHG (Lat: 41.980619,  Lng: -91.776883),  Route carried "on" structure: State highway 100,  Year Built: 2016,  Status: Open,  Structure Length: 13.11m (43.01ft),  Average Daily Traffic: 1,545 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 1,545 (year 2040),  Design Load: HL 93,  Features Intersected: MORGAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.207,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 700625,  Location: IA100 WB & SR E48 INTCHG (Lat: 41.980092,  Lng: -91.777808),  Route carried "on" structure: Ramp State highway 100,  Year Built: 2016,  Status: Open,  Structure Length: 12.51m (41.04ft),  Average Daily Traffic: 770 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 770 (year 2041),  Design Load: HL 93,  Features Intersected: MORGAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.372,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.9m (137.5ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  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: 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: 70063,  Location: IA100 EB & SR E48 INTCHG (Lat: 41.979519,  Lng: -91.775947),  Route carried "on" structure: Ramp State highway 100,  Year Built: 2016,  Status: Open,  Structure Length: 15.52m (50.92ft),  Average Daily Traffic: 940 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 940 (year 2041),  Design Load: HL 93,  Features Intersected: MORGAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.085,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.7m (127.0ft),  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,  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: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 700635,  Location: 2.8 Mi. N of US 218/30 (Lat: 42.000317,  Lng: -91.774481),  Route carried "on" structure: State highway 100,  Year Built: 2016,  Status: Open,  Structure Length: 18.35m (60.20ft),  Average Daily Traffic: 2,345 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 2,345 (year 2042),  Design Load: HL 93,  Features Intersected: ELLIS RD AND SILVER CREE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.997,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 47.9m (157.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

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,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 70064,  Location: 2.8 Mi. N of US 218/30 (Lat: 42.002039,  Lng: -91.774689),  Route carried "on" structure: State highway 100,  Year Built: 2016,  Status: Open,  Structure Length: 18.35m (60.20ft),  Average Daily Traffic: 2,345 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 2,345 (year 2042),  Design Load: HL 93,  Features Intersected: ELLIS RD AND SILVER CREE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.820,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 47.9m (157.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very 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,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 700645,  Location: IA100 & SR E48 INTCHG (Lat: 41.978736,  Lng: -91.779194),  Route carried "on" structure: County highway ,  Year Built: 2016,  Status: Open,  Structure Length: 4.83m (15.85ft),  Average Daily Traffic: 310 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 310 (year 2041),  Design Load: HL 93,  Features Intersected: MORGAN CREEK,  Facility Carried by Structure: E 48 E AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.540,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.2m (154.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.8m (12.5ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Very 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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 3342,  Location: C65750560 (Lat: 41.962078,  Lng: -91.691264),  Route carried "under" structure: City street ,  Year Built: 1937,  Structure Length: 0. m,  Average Daily Traffic: 1,795 (year 2004),  Features Intersected: UP RR & STREET,  Facility Carried by Structure: 16TH AVE EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.734,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 50103,  Location: 000000000 (Lat: 41.967078,  Lng: -91.662108),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 650 (year 1999),  Features Intersected: CEDAR RIVER & RD,  Facility Carried by Structure: 12TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.995,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Arch - Deck,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 50297,  Location: 000000000 (Lat: 41.980581,  Lng: -91.667825),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 2,160 (year 1999),  Features Intersected: 4TH ST & RR,  Facility Carried by Structure: A AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.111,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 60053,  Location: 2.5 MI S. OF JCT. US 30 (Lat: 41.890658,  Lng: -91.671400),  Route carried "under" structure: Interstate 380,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 43,900 (year 2020),  Truck Traffic: 18%,  Features Intersected: I-380,  Facility Carried by Structure: WRIGHT BROS BLV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.240,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 60054,  Location: 3.5 MI. S OF JCT. US 30 (Lat: 41.876136,  Lng: -91.671028),  Route carried "under" structure: Interstate 380,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 53,200 (year 2020),  Truck Traffic: 18%,  Features Intersected: I 380,  Facility Carried by Structure: WALFORD RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.629,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 60056,  Location: 0.2 MI. N OF JCT. 30 (Lat: 41.930061,  Lng: -91.670092),  Route carried "under" structure: Interstate 380,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 39,100 (year 2020),  Truck Traffic: 16%,  Features Intersected: RAMP F OVER I-380
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.564,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 600565,  Location: 0.7 mi. N of Jct. US 30 (Lat: 41.935761,  Lng: -91.668825),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 815 (year 1988),  Features Intersected: CIC RR & CITY ST,  Facility Carried by Structure: NB I-380
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.715,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 60057,  Location: 0.7 MI. N OF JCT. 30 (Lat: 41.937308,  Lng: -91.669214),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 1,315 (year 2004),  Features Intersected: CIC RR & CITY ST,  Facility Carried by Structure: SB I-380
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.681,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 600597,  Location: 0.3 MI W. OF JCT. I-380 (Lat: 41.926792,  Lng: -91.676394),  Route carried "under" structure: US 30,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 21,700 (year 2020),  Truck Traffic: 14%,  Features Intersected: US 30,  Facility Carried by Structure: 6TH ST.SW.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 401.811,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 6006,  Location: 0.7 mi. E of jct. US 218 (Lat: 41.926464,  Lng: -91.656778),  Route carried "under" structure: US 30,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 30,800 (year 2020),  Truck Traffic: 13%,  Features Intersected: US 30,  Facility Carried by Structure: KIRKWOOD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 403.442,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 600602,  Location: 0.2 MI. E OF JCT. I-380 (Lat: 41.927389,  Lng: -91.666511),  Route carried "under" structure: US 30,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 17,600 (year 2020),  Truck Traffic: 12%,  Features Intersected: US 30,  Facility Carried by Structure: J ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 402.635,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 600606,  Location: 0.3 MI. E OF JCT. 380 (Lat: 41.927331,  Lng: -91.665169),  Route carried "under" structure: US 30,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 17,600 (year 2020),  Truck Traffic: 12%,  Features Intersected: US 30 & 151,  Facility Carried by Structure: I-380 RAMP F EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 402.833,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 60061,  Location: 0.2 MI. E OF US 30/I-380 (Lat: 41.928178,  Lng: -91.666856),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 4,240 (year 1979),  Features Intersected: J STREET SW,  Facility Carried by Structure: EB RAMP F
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.725,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 600613,  Location: 0.4 MI. E OF JCT. 30/380 (Lat: 41.928056,  Lng: -91.666136),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 4,240 (year 1979),  Features Intersected: J ST SW,  Facility Carried by Structure: 30 W TO 380 N RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.749,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 60064,  Location: 1.6 MI. E OF JCT. I-380 (Lat: 41.926206,  Lng: -91.637411),  Route carried "under" structure: US 30,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 17,300 (year 2020),  Truck Traffic: 18%,  Features Intersected: US 30,  Facility Carried by Structure: C STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 405.051,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 60302,  Location: 1.3 mi. N of Jct. U.S. 30 (Lat: 41.944867,  Lng: -91.670294),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 3,550 (year 2021),  Features Intersected: 33RD AVE,  Facility Carried by Structure: NB I 380
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.380,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 603022,  Location: 1.3 mi. N of Jct. U.S. 30 (Lat: 41.945292,  Lng: -91.670742),  Route carried "under" structure: City street ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 3,550 (year 2021),  Features Intersected: 33RD AVE,  Facility Carried by Structure: SB I-380
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.348,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 603685,  Location: AT JCT. BUS. U.S. 151 (Lat: 41.973275,  Lng: -91.675078),  Route carried "under" structure: City street ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 860 (year 2017),  Features Intersected: IA 922,  Facility Carried by Structure: I 380 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.642,  Lanes on structure: 3,  Lanes under structure: 20,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 603685,  Location: AT JCT. BUS. U.S. 151 (Lat: 41.973275,  Lng: -91.675078),  Route carried "under" structure: State highway 922,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 7,800 (year 2020),  Truck Traffic: 4%,  Features Intersected: IA 922,  Facility Carried by Structure: I 380 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.655,  Lanes on structure: 3,  Lanes under structure: 20,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 603685,  Location: AT JCT. BUS. U.S. 151 (Lat: 41.973275,  Lng: -91.675078),  Route carried "under" structure: City street ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 1,090 (year 2017),  Features Intersected: IA 922,  Facility Carried by Structure: I 380 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.254,  Lanes on structure: 3,  Lanes under structure: 20,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 603688,  Location: AT JCT. BUS. U.S. 151 (Lat: 41.978494,  Lng: -91.674081),  Route carried "under" structure: State highway 922,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 7,800 (year 2020),  Truck Traffic: 4%,  Features Intersected: IA 922,  Facility Carried by Structure: I 380 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.627,  Lanes on structure: 3,  Lanes under structure: 22,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 603688,  Location: AT JCT. BUS. U.S. 151 (Lat: 41.978494,  Lng: -91.674081),  Route carried "under" structure: City street ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 1,090 (year 2017),  Features Intersected: IA 922,  Facility Carried by Structure: I 380 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.228,  Lanes on structure: 3,  Lanes under structure: 22,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 603688,  Location: AT JCT. BUS. U.S. 151 (Lat: 41.978494,  Lng: -91.674081),  Route carried "under" structure: City street ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 860 (year 2017),  Features Intersected: IA 922,  Facility Carried by Structure: I 380 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.666,  Lanes on structure: 3,  Lanes under structure: 22,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 60369,  Location: 0.6 MI. N OF JCT. IA 922 (Lat: 41.979250,  Lng: -91.671594),  Route carried "under" structure: City street ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 755 (year 2018),  Features Intersected: CITY STREETS AND RR,  Facility Carried by Structure: NB I-380
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.013,  Lanes on structure: 3,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 60369,  Location: 0.6 MI. N OF JCT. IA 922 (Lat: 41.979250,  Lng: -91.671594),  Route carried "under" structure: City street ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 1,266 (year 1998),  Features Intersected: CITY STREETS AND RR,  Facility Carried by Structure: NB I-380
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 3,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 60369,  Location: 0.6 MI. N OF JCT. IA 922 (Lat: 41.979250,  Lng: -91.671594),  Route carried "under" structure: City street ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 2,187 (year 1979),  Features Intersected: CITY STREETS AND RR,  Facility Carried by Structure: NB I-380
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.151,  Lanes on structure: 3,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 60369,  Location: 0.6 MI. N OF JCT. IA 922 (Lat: 41.979250,  Lng: -91.671594),  Route carried "under" structure: City street ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 985 (year 2021),  Features Intersected: CITY STREETS AND RR,  Facility Carried by Structure: NB I-380
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.072,  Lanes on structure: 3,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 603692,  Location: 0.6 MI. N OF JCT. IA 922 (Lat: 41.981647,  Lng: -91.667308),  Route carried "under" structure: City street ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 1,266 (year 1998),  Features Intersected: CITY STREETS & RR,  Facility Carried by Structure: SB I-380
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.169,  Lanes on structure: 3,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 603692,  Location: 0.6 MI. N OF JCT. IA 922 (Lat: 41.981647,  Lng: -91.667308),  Route carried "under" structure: City street ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 755 (year 2018),  Features Intersected: CITY STREETS & RR,  Facility Carried by Structure: SB I-380
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.034,  Lanes on structure: 3,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 603692,  Location: 0.6 MI. N OF JCT. IA 922 (Lat: 41.981647,  Lng: -91.667308),  Route carried "under" structure: City street ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 150 (year 1979),  Features Intersected: CITY STREETS & RR,  Facility Carried by Structure: SB I-380
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.169,  Lanes on structure: 3,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 603692,  Location: 0.6 MI. N OF JCT. IA 922 (Lat: 41.981647,  Lng: -91.667308),  Route carried "under" structure: City street ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 985 (year 2021),  Features Intersected: CITY STREETS & RR,  Facility Carried by Structure: SB I-380
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.053,  Lanes on structure: 3,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 6037,  Location: 0.3 mi N. US 151(1st Ave) (Lat: 41.978392,  Lng: -91.673814),  Route carried "under" structure: City street ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 5,400 (year 2021),  Features Intersected: E AND F AVE NW, CEDAR RV,  Facility Carried by Structure: I-380
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.143,  Lanes on structure: 8,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 60385,  Location: 0.9 MI. N OF Jct. IA #922 (Lat: 41.983889,  Lng: -91.665186),  Route carried "under" structure: Interstate 380,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 62,500 (year 2020),  Truck Traffic: 11%,  Features Intersected: I-380,  Facility Carried by Structure: 7TH ST NE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.140,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 60386,  Location: 1.1 mi. N Jct. IA 922 (Lat: 41.983931,  Lng: -91.663903),  Route carried "under" structure: Interstate 380,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 62,500 (year 2020),  Truck Traffic: 11%,  Features Intersected: I-380,  Facility Carried by Structure: 8TH ST NE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.220,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 60392,  Location: 0.1 MI. N OF JCT. US 151 (Lat: 41.975903,  Lng: -91.676031),  Route carried "under" structure: City street ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 1,210 (year 2018),  Features Intersected: 3RD ST NW,  Facility Carried by Structure: I 380 NB OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.051,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 60393,  Location: 0.2 MI. N OF JCT. 151 (Lat: 41.977147,  Lng: -91.676169),  Route carried "under" structure: City street ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 1,210 (year 2018),  Features Intersected: CITY ST R.O.W,  Facility Carried by Structure: RAMP BR D-3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.150,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 60395,  Location: 0.4 mi. N of Jct. US 151 (Lat: 41.980606,  Lng: -91.669378),  Route carried "under" structure: Ramp Interstate 380,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 460 (year 2020),  Truck Traffic: 5%,  Features Intersected: 2ND ST NE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 60395,  Location: 0.4 mi. N of Jct. US 151 (Lat: 41.980606,  Lng: -91.669378),  Route carried "under" structure: City street ,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 300 (year 1979),  Features Intersected: 2ND ST NE,  Facility Carried by Structure: I 380 SB ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.204,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)