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


  • National Bridge Inventory (NBI) Statistics
  • 57Number of bridges
  • 1,692m5,551ftTotal length
  • 596,430Total average daily traffic
  • 38,889Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Bettendorf
  • No street view available for this location

New bridges - Historical Statistics

  • 11900-1909
  • 11920-1929
  • 81960-1969
  • 311970-1979
  • 41980-1989
  • 81990-1999
  • 12000-2009
  • 32010-2015

Reconstructed bridges - Historical Statistics

  • 11920-1929
  • 01930-1939
  • 01940-1949
  • 01950-1959
  • 01960-1969
  • 11970-1979
  • 01980-1989
  • 11990-1999

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 659,  Location: Bettendorf, IA (Lat: 41.578867,  Lng: -90.492819),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 2.15m (7.05ft),  Average Daily Traffic: 370 (year 2002),  Average Future Daily Traffic: 551 (year 2033),  Design Load: HS 20,  Features Intersected: CROW CREEK,  Facility Carried by Structure: FIELD SIKE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.6m (67.6ft),  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,  Channel: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 66,  Location: Bettendorf, IA (Lat: 41.543306,  Lng: -90.511136),  Route carried "on" structure: City street ,  Year Built: 1961,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 21,000 (year 2006),  Average Future Daily Traffic: 31,205 (year 2033),  Design Load: H 20,  Features Intersected: DUCK CREEK,  Facility Carried by Structure: MIDDLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 31.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.50m (41.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 13,  Bridge Improvement Cost: $78,000,  Roadway Improvement Cost: $10,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 67,  Location: Bettendorf, IA (Lat: 41.539292,  Lng: -90.507064),  Route carried "on" structure: City street ,  Year Built: 1962,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 5,800 (year 2006),  Average Future Daily Traffic: 8,618 (year 2033),  Design Load: H 20,  Features Intersected: DUCK CREEK,  Facility Carried by Structure: 18TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 35.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 691,  Location: Bettendorf, IA (Lat: 41.532997,  Lng: -90.483364),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 10,200 (year 2010),  Average Future Daily Traffic: 18,422 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: DUCK CREEK,  Facility Carried by Structure: DEVILS GLEN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 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: 21.30m (69.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 13,  Bridge Improvement Cost: $170,000,  Roadway Improvement Cost: $17,000,  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: 692,  Location: Bettendorf, IA (Lat: 41.601411,  Lng: -90.480639),  Route carried "on" structure: City street ,  Year Built: 1900,  Year Reconstructed: 1925,  Status: Closed,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 50 (year 2006),  Average Future Daily Traffic: 70 (year 2034),  Features Intersected: SPENCER CREEK,  Facility Carried by Structure: DEVILS GLEN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Serious,  Superstructure: Critical,  Substructure: Satisfactory,  Channel: Satisfactory,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 12.50m (41.01ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: January 14,  Critical Feature Inspection Date: July 13,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $60,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 694,  Location: Bettendorf, IA (Lat: 41.607947,  Lng: -90.452017),  Route carried "on" structure: City street ,  Year Built: 1926,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 110 (year 2010),  Average Future Daily Traffic: 150 (year 2033),  Design Load: H 15,  Features Intersected: SPENCER CREEK TRIB,  Facility Carried by Structure: 56TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 23.2 metric tons,  Inventory Rating: 17.0 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.00m (22.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 13,  Bridge Improvement Cost: $120,000,  Roadway Improvement Cost: $40,000
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Structure Number: 696,  Location: Bettendorf, IA (Lat: 41.551042,  Lng: -90.454456),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 2,780 (year 2006),  Average Future Daily Traffic: 4,131 (year 2033),  Design Load: HS 20,  Features Intersected: CROW CREEK,  Facility Carried by Structure: VALLEY DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: 11.9m (39.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.4 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 13,  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: 699,  Location: Bettendorf, IA (Lat: 41.562442,  Lng: -90.441506),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,760 (year 2002),  Average Future Daily Traffic: 2,614 (year 2033),  Design Load: HS 20,  Features Intersected: WEST PIGEON CREEK,  Facility Carried by Structure: VALLEY DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 13
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Structure Number: 47051,  Location: 7.0 MI. S OF JCT. I-80 (Lat: 41.532528,  Lng: -90.475128),  Route carried "on" structure: US 67,  Year Built: 1996,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 18,800 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,943 (year 2034),  Design Load: HS 20,  Features Intersected: DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.407,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 90.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.8 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: August 14,  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: 47061,  Location: 5.3 mi. S of Jct. I-80 (Lat: 41.549428,  Lng: -90.449919),  Route carried "on" structure: US 67,  Year Built: 1996,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 8,600 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,495 (year 2034),  Design Load: HS 20,  Features Intersected: CROW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.909,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 24.3m (79.7ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 66.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior 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: August 14,  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: 47071,  Location: 4.1 mi. S of Jct. I-80 (Lat: 41.561264,  Lng: -90.435714),  Route carried "on" structure: US 67,  Year Built: 1995,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 8,600 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,495 (year 2033),  Design Load: HS 20,  Features Intersected: PIGEON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.959,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.1m (88.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.0 metric tons,  Inventory Rating: 32.3 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 13
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Structure Number: 47081,  Location: 4.0 mi. S of Jct. I-80 (Lat: 41.562192,  Lng: -90.434731),  Route carried "on" structure: US 67,  Year Built: 1995,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 8,600 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,495 (year 2033),  Design Load: HS 20,  Features Intersected: E. PIGEON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.959,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 13
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Structure Number: 47301,  Location: 3.8 mi. E of Jct. I-80 (Lat: 41.536672,  Lng: -90.516600),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 2,860 (year 2010),  Average Future Daily Traffic: 4,250 (year 2033),  Features Intersected: I-74,  Facility Carried by Structure: LINCOLN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.5m (136.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 90.5 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 desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 13,  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: 4731,  Location: 3.5 MI. E OF JCT. I-80 (Lat: 41.540956,  Lng: -90.517833),  Route carried "on" structure: Interstate 74,  Year Built: 1971,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 21,000 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 28,285 (year 2034),  Design Load: HS 20,  Features Intersected: MIDDLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.227,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 4732,  Location: 3.5 MI. E OF JCT. I-80 (Lat: 41.540956,  Lng: -90.517833),  Route carried "on" structure: Interstate 74,  Year Built: 1971,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 21,000 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 28,285 (year 2034),  Design Load: HS 20,  Features Intersected: MIDDLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.227,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 70.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 4733,  Location: 3.1 MI. E OF JCT. I-80 (Lat: 41.545553,  Lng: -90.519033),  Route carried "on" structure: Interstate 74,  Year Built: 1971,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 24,100 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,460 (year 2034),  Design Load: HS 20,  Features Intersected: DUCK CREEK AND BIKE PATH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.260,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 4734,  Location: 3.1 MI. E OF JCT I-80 (Lat: 41.545531,  Lng: -90.519022),  Route carried "on" structure: Interstate 74,  Year Built: 1971,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 24,100 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,460 (year 2034),  Design Load: HS 20,  Features Intersected: DUCK CREEK AND BIKE PATH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.260,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 4735,  Location: 2.6 MI. E OF JCT. I-80 (Lat: 41.554931,  Lng: -90.522000),  Route carried "on" structure: Interstate 74,  Year Built: 1971,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 15,900 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 21,417 (year 2033),  Design Load: HS 20,  Features Intersected: US 6 (SPRUCE HILLS)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.494,  Lanes on structure: 2,  Lanes under structure: 5,  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: 22.3m (73.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 4736,  Location: 2.6 MI. E. OF JCT. I-80 (Lat: 41.554931,  Lng: -90.522000),  Route carried "on" structure: Interstate 74,  Year Built: 1971,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 15,900 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 21,417 (year 2033),  Design Load: HS 20,  Features Intersected: US 6 (SPRUCE HILLS)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.494,  Lanes on structure: 3,  Lanes under structure: 5,  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: 22.3m (73.2ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 4762,  Location: 3.6 MI. E OF JCT. I-74 (Lat: 41.597167,  Lng: -90.459008),  Route carried "on" structure: Interstate 80,  Year Built: 1963,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 15,100 (year 2013),  Truck Traffic: 31%,  Average Future Daily Traffic: 21,362 (year 2034),  Design Load: HS 20,  Features Intersected: MIDDLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.235,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 4763,  Location: 3.6 MI. E OF JCT I-74 (Lat: 41.597167,  Lng: -90.459008),  Route carried "on" structure: Interstate 80,  Year Built: 1963,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 15,100 (year 2013),  Truck Traffic: 31%,  Average Future Daily Traffic: 21,362 (year 2034),  Design Load: HS 20,  Features Intersected: MIDDLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.235,  Lanes on structure: 3,  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: 14.6m (47.9ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 4765,  Location: 3.9 MI.E.OF JCT. I-74 (Lat: 41.597389,  Lng: -90.449272),  Route carried "on" structure: Interstate 80,  Year Built: 1963,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 30,300 (year 2013),  Truck Traffic: 31%,  Average Future Daily Traffic: 42,868 (year 2034),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.133,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.0m (118.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 43.5 metric tons,  Inventory Rating: 32.7 metric tons,  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: April 14
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Structure Number: 501441,  Location: Bettendorf, IA (Lat: 41.560875,  Lng: -90.464811),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 2.31m (7.58ft),  Average Daily Traffic: 50 (year 2000),  Average Future Daily Traffic: 50 (year 2033),  Design Load: HS 20,  Features Intersected: CROW CREEK,  Facility Carried by Structure: TANGLEWOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.1m (75.8ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 56.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 13,  Critical Feature Inspection Date: July 13,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 5037,  Location: 000000000 (Lat: 41.546844,  Lng: -90.522425),  Route carried "on" structure: City street ,  Year Built: 1963,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 12,500 (year 2014),  Average Future Daily Traffic: 18,574 (year 2033),  Design Load: HS 20,  Features Intersected: DUCK CREEK,  Facility Carried by Structure: KIMBERLY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 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 or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 32.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.00m (55.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 13,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $100,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 503715,  Location: Bettendorf, IA (Lat: 41.568269,  Lng: -90.452964),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 2,880 (year 2010),  Average Future Daily Traffic: 4,282 (year 2033),  Design Load: HS 20,  Features Intersected: EAST PIGEON CREEK,  Facility Carried by Structure: CROW CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 13
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Structure Number: 504435,  Location: Bettendorf, IA (Lat: 41.567839,  Lng: -90.438650),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 2,880 (year 2010),  Average Future Daily Traffic: 4,282 (year 2033),  Design Load: HS 20,  Features Intersected: WEST PIGEON CREEK,  Facility Carried by Structure: CROW CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.7 metric tons,  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: July 13
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Structure Number: 50444,  Location: Bettendorf, IA (Lat: 41.568261,  Lng: -90.453503),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 2,880 (year 2010),  Average Future Daily Traffic: 4,282 (year 2033),  Design Load: HS 20,  Features Intersected: GINGER CREEK,  Facility Carried by Structure: CROW CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 44.4 metric tons,  Inventory Rating: 32.7 metric tons,  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: July 13
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Structure Number: 504445,  Location: Bettendorf, IA (Lat: 41.524136,  Lng: -90.508569),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 100 (year 1975),  Average Future Daily Traffic: 140 (year 2033),  Design Load: HS 20,  Features Intersected: IMRL LINK,  Facility Carried by Structure: GEO. THUENEN DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 13,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 50458,  Location: Bettendorf, IA (Lat: 41.573914,  Lng: -90.482300),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 5.29m (17.36ft),  Average Daily Traffic: 5,300 (year 2006),  Average Future Daily Traffic: 5,300 (year 2033),  Design Load: HS 20,  Features Intersected: CROW CREEK,  Facility Carried by Structure: 53RD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 30.2m (99.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.0m (62.3ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 22.0m (72.2ft),  Out-to-Out Width: 30.1m (98.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very 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: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 60407,  Location: 4.3 MI. S OF JCT. I-80 (Lat: 41.526500,  Lng: -90.513669),  Route carried "on" structure: Interstate 74,  Year Built: 1975,  Status: Open,  Structure Length: 92.45m (303.31ft),  Average Daily Traffic: 24,400 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,861 (year 2034),  Design Load: HS 20,  Features Intersected: CITY STS & RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.437,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 40,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 14,  Critical Feature Inspection Date: August 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 60408,  Location: 4.3 MI. S OF JCT I-80 (Lat: 41.526503,  Lng: -90.513672),  Route carried "on" structure: Interstate 74,  Year Built: 1975,  Status: Open,  Structure Length: 94.61m (310.40ft),  Average Daily Traffic: 24,400 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,861 (year 2034),  Design Load: HS 20,  Features Intersected: CITY STS & RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.437,  Lanes on structure: 2,  Lanes under structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 41,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 60 months,  Inspection Date: August 14,  Critical Feature Inspection Date: August 14,  Other Special Inspection Date: May 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 60597,  Location: 4.2 mi. S of Jct. I-80 (Lat: 41.526858,  Lng: -90.513994),  Route carried "on" structure: Ramp Interstate 74,  Year Built: 1975,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 7,700 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,439 (year 2034),  Design Load: HS 20,  Features Intersected: CITY PROPERTY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 74.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 605975,  Location: 1.1 MI. W of ILLINOIS (Lat: 41.524542,  Lng: -90.513703),  Route carried "on" structure: Ramp Interstate 74,  Year Built: 1975,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 3,580 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,321 (year 2034),  Design Load: HS 20,  Features Intersected: GILBERT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 60598,  Location: 4.4 S of Jct I-80 (Lat: 41.524311,  Lng: -90.513050),  Route carried "on" structure: Ramp Interstate 74,  Year Built: 1975,  Status: Open,  Structure Length: 11.40m (37.40ft),  Average Daily Traffic: 10,400 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,455 (year 2034),  Design Load: HS 20,  Features Intersected: DME RR & GILBERT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 14,  Critical Feature Inspection Date: July 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 47301,  Location: 3.8 mi. E of Jct. I-80 (Lat: 41.536672,  Lng: -90.516600),  Route carried "under" structure: Interstate 74,  Year Built: 2010,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 57,900 (year 2013),  Truck Traffic: 5%,  Features Intersected: I-74,  Facility Carried by Structure: LINCOLN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.711,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: 4731,  Location: 3.5 MI. E OF JCT. I-80 (Lat: 41.540956,  Lng: -90.517833),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 23,200 (year 2014),  Features Intersected: MIDDLE RD,  Facility Carried by Structure: I-74 (WB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 4732,  Location: 3.5 MI. E OF JCT. I-80 (Lat: 41.540956,  Lng: -90.517833),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 18,900 (year 2010),  Features Intersected: MIDDLE RD,  Facility Carried by Structure: I-74 (EB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 4735,  Location: 2.6 MI. E OF JCT. I-80 (Lat: 41.554931,  Lng: -90.522000),  Route carried "under" structure: US 6,  Year Built: 1971,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 27,500 (year 2013),  Truck Traffic: 1%,  Features Intersected: US 6 (SPRUCE HILLS),  Facility Carried by Structure: I-74 (WB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.004,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 4736,  Location: 2.6 MI. E. OF JCT. I-80 (Lat: 41.554931,  Lng: -90.522000),  Route carried "under" structure: US 6,  Year Built: 1971,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 27,500 (year 2013),  Truck Traffic: 1%,  Features Intersected: US 6 (SPRUCE HILLS),  Facility Carried by Structure: I-74 (EB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.899,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 4762,  Location: 3.6 MI. E OF JCT. I-74 (Lat: 41.597167,  Lng: -90.459008),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 3,540 (year 2006),  Features Intersected: MIDDLE RD,  Facility Carried by Structure: EB I-80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 4763,  Location: 3.6 MI. E OF JCT I-74 (Lat: 41.597167,  Lng: -90.459008),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 3,540 (year 2006),  Features Intersected: MIDDLE RD,  Facility Carried by Structure: WB I-80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 60407,  Location: 4.3 MI. S OF JCT. I-80 (Lat: 41.526500,  Lng: -90.513669),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 92.45m (303.31ft),  Average Daily Traffic: 1,093 (year 1975),  Features Intersected: CITY STS & RR,  Facility Carried by Structure: NB I-74
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 60407,  Location: 4.3 MI. S OF JCT. I-80 (Lat: 41.526500,  Lng: -90.513669),  Route carried "under" structure: US 67,  Year Built: 1975,  Structure Length: 92.45m (303.31ft),  Average Daily Traffic: 11,400 (year 2013),  Truck Traffic: 5%,  Features Intersected: CITY STS & RR,  Facility Carried by Structure: NB I-74
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.141,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 60407,  Location: 4.3 MI. S OF JCT. I-80 (Lat: 41.526500,  Lng: -90.513669),  Route carried "under" structure: US 67,  Year Built: 1975,  Structure Length: 92.45m (303.31ft),  Average Daily Traffic: 13,700 (year 2013),  Truck Traffic: 5%,  Features Intersected: CITY STS & RR,  Facility Carried by Structure: NB I-74
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.892,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 60407,  Location: 4.3 MI. S OF JCT. I-80 (Lat: 41.526500,  Lng: -90.513669),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 92.45m (303.31ft),  Average Daily Traffic: 2,180 (year 2014),  Features Intersected: CITY STS & RR,  Facility Carried by Structure: NB I-74
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 60407,  Location: 4.3 MI. S OF JCT. I-80 (Lat: 41.526500,  Lng: -90.513669),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 92.45m (303.31ft),  Average Daily Traffic: 1,860 (year 1982),  Features Intersected: CITY STS & RR,  Facility Carried by Structure: NB I-74
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 60407,  Location: 4.3 MI. S OF JCT. I-80 (Lat: 41.526500,  Lng: -90.513669),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 92.45m (303.31ft),  Average Daily Traffic: 670 (year 2014),  Features Intersected: CITY STS & RR,  Facility Carried by Structure: NB I-74
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 60407,  Location: 4.3 MI. S OF JCT. I-80 (Lat: 41.526500,  Lng: -90.513669),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 92.45m (303.31ft),  Average Daily Traffic: 629 (year 1975),  Features Intersected: CITY STS & RR,  Facility Carried by Structure: NB I-74
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 60408,  Location: 4.3 MI. S OF JCT I-80 (Lat: 41.526503,  Lng: -90.513672),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 94.61m (310.40ft),  Average Daily Traffic: 2,180 (year 2014),  Features Intersected: CITY STS & RR,  Facility Carried by Structure: SB I-74 (SB-EB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 14,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 60408,  Location: 4.3 MI. S OF JCT I-80 (Lat: 41.526503,  Lng: -90.513672),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 94.61m (310.40ft),  Average Daily Traffic: 670 (year 2014),  Features Intersected: CITY STS & RR,  Facility Carried by Structure: SB I-74 (SB-EB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 14,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 60408,  Location: 4.3 MI. S OF JCT I-80 (Lat: 41.526503,  Lng: -90.513672),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 94.61m (310.40ft),  Average Daily Traffic: 1,860 (year 1982),  Features Intersected: CITY STS & RR,  Facility Carried by Structure: SB I-74 (SB-EB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 14,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 60408,  Location: 4.3 MI. S OF JCT I-80 (Lat: 41.526503,  Lng: -90.513672),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 94.61m (310.40ft),  Average Daily Traffic: 629 (year 1975),  Features Intersected: CITY STS & RR,  Facility Carried by Structure: SB I-74 (SB-EB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 14,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 60408,  Location: 4.3 MI. S OF JCT I-80 (Lat: 41.526503,  Lng: -90.513672),  Route carried "under" structure: US 67,  Year Built: 1975,  Structure Length: 94.61m (310.40ft),  Average Daily Traffic: 13,700 (year 2013),  Truck Traffic: 5%,  Features Intersected: CITY STS & RR,  Facility Carried by Structure: SB I-74 (SB-EB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.949,  Lanes on structure: 2,  Lanes under structure: 14,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 60408,  Location: 4.3 MI. S OF JCT I-80 (Lat: 41.526503,  Lng: -90.513672),  Route carried "under" structure: US 67,  Year Built: 1975,  Structure Length: 94.61m (310.40ft),  Average Daily Traffic: 11,400 (year 2013),  Truck Traffic: 5%,  Features Intersected: CITY STS & RR,  Facility Carried by Structure: SB I-74 (SB-EB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.123,  Lanes on structure: 2,  Lanes under structure: 14,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 60408,  Location: 4.3 MI. S OF JCT I-80 (Lat: 41.526503,  Lng: -90.513672),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 94.61m (310.40ft),  Average Daily Traffic: 1,093 (year 1975),  Features Intersected: CITY STS & RR,  Facility Carried by Structure: SB I-74 (SB-EB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 14,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 605975,  Location: 1.1 MI. W of ILLINOIS (Lat: 41.524542,  Lng: -90.513703),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 1,093 (year 1975),  Features Intersected: GILBERT ST,  Facility Carried by Structure: I-74 RAMP "A"
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 60598,  Location: 4.4 S of Jct I-80 (Lat: 41.524311,  Lng: -90.513050),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 11.40m (37.40ft),  Average Daily Traffic: 1,093 (year 1975),  Features Intersected: DME RR & GILBERT STREET,  Facility Carried by Structure: I-74 RAMP "C"
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 22.6m (74.1ft)

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