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

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Structure Number: 258, Location: 0912928 (Lat: 42.119444, Lng: -91.947222), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 24,500 (year 2006), Average Future Daily Traffic: 36,404 (year 2029), Design Load: H 20, Features Intersected: CLEAR CREEK, Facility Carried by Structure: 1ST AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.389, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.4 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 5.34m (17.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2009, Bridge Improvement Cost: $605,000, Roadway Improvement Cost: $61,000, Total Project Cost: $726,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 315, Location: 0000000 (Lat: 42.172222, Lng: -92.052778), Route carried "on" structure: US 6, Year Built: 1960, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 7,900 (year 2008), Truck Traffic: 14%, Average Future Daily Traffic: 8,727 (year 2029), Design Load: HS 20, Features Intersected: SMALL NATURAL STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.003, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), 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: 43.2 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2009

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Structure Number: 31531, Location: 0000000 (Lat: 42.119444, Lng: -91.952778), Route carried "on" structure: US 6, Year Built: 1998, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 23,900 (year 2008), Truck Traffic: 3%, Average Future Daily Traffic: 32,188 (year 2029), Design Load: H 20, Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.104, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 22.0m (72.2ft), Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3199, Location: 0800735 (Lat: 42.161111, Lng: -92.055556), Route carried "on" structure: Interstate 80, Year Built: 1963, Year Reconstructed: 1997, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 17,550 (year 2008), Truck Traffic: 27%, Average Future Daily Traffic: 52,155 (year 2028), Design Load: HS 20, Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.764, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 32, Location: 0800735 (Lat: 42.161111, Lng: -92.055556), Route carried "on" structure: Interstate 80, Year Built: 1963, Year Reconstructed: 1996, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 17,550 (year 2008), Truck Traffic: 27%, Average Future Daily Traffic: 52,155 (year 2028), Design Load: HS 20, Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.764, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 61.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 32011, Location: 0800735 (Lat: 42.161111, Lng: -92.033333), Route carried "on" structure: Interstate 80, Year Built: 1995, Status: Open, Structure Length: 17.44m (57.22ft), Average Daily Traffic: 25,350 (year 2008), Truck Traffic: 24%, Average Future Daily Traffic: 75,335 (year 2028), Design Load: HS 20, Features Intersected: OVER US 6 & IAIS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.784, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 60.1m (197.2ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.0 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 32021, Location: 0800735 (Lat: 42.161111, Lng: -92.033333), Route carried "on" structure: Interstate 80, Year Built: 1992, Status: Open, Structure Length: 17.20m (56.43ft), Average Daily Traffic: 25,350 (year 2008), Truck Traffic: 24%, Average Future Daily Traffic: 75,335 (year 2028), Design Load: HS 20, Features Intersected: OVER US 6 & IAIS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.784, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 14 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3203, Location: 0800736 (Lat: 42.161111, Lng: -92.025000), Route carried "on" structure: Interstate 80, Year Built: 1963, Year Reconstructed: 2004, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 22,050 (year 2008), Truck Traffic: 26%, Average Future Daily Traffic: 65,528 (year 2028), Design Load: HS 20, Features Intersected: Local Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.750, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 21.2m (69.6ft), Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 60.4 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3204, Location: 0800736 (Lat: 42.161111, Lng: -92.022222), Route carried "on" structure: Interstate 80, Year Built: 1963, Year Reconstructed: 2004, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 22,050 (year 2008), Truck Traffic: 26%, Average Future Daily Traffic: 65,528 (year 2028), Design Load: HS 20, Features Intersected: OVER Local Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.750, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.0m (72.2ft), Curb-To-Curb Width: 21.2m (69.6ft), Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 60.4 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3205, Location: 0783226 (Lat: 42.158333, Lng: -91.972222), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 8,300 (year 2006), Average Future Daily Traffic: 12,332 (year 2028), Design Load: H 15, Features Intersected: OVER I-80, Facility Carried by Structure: 12TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.182, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb 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: 8.7m (28.5ft)

Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 52.0 metric tons, Inventory Rating: 31.2 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3206, Location: 0800631 (Lat: 42.158333, Lng: -91.969444), Route carried "on" structure: Interstate 80, Year Built: 1963, Year Reconstructed: 1996, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 24,750 (year 2008), Truck Traffic: 24%, Average Future Daily Traffic: 73,552 (year 2028), Design Load: HS 20, Features Intersected: OVER CIC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.155, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 3207, Location: 0800631 (Lat: 42.158333, Lng: -91.969444), Route carried "on" structure: Interstate 80, Year Built: 1963, Year Reconstructed: 1996, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 24,750 (year 2008), Truck Traffic: 24%, Average Future Daily Traffic: 73,552 (year 2028), Design Load: HS 20, Features Intersected: OVER CR&IC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.155, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 3208, Location: 0894107 (Lat: 42.150000, Lng: -91.947222), Route carried "on" structure: City street , Year Built: 1962, Year Reconstructed: 1986, Status: Open, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 18,800 (year 2006), Average Future Daily Traffic: 27,934 (year 2028), Design Load: H 20, Features Intersected: OVER I-80, Facility Carried by Structure: 1ST AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.027, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 55.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3209, Location: 0790604 (Lat: 42.150000, Lng: -91.936111), Route carried "on" structure: Interstate 80, Year Built: 1963, Year Reconstructed: 1998, Status: Open, Structure Length: 13.17m (43.21ft), Average Daily Traffic: 26,900 (year 2008), Truck Traffic: 22%, Average Future Daily Traffic: 79,941 (year 2029), Design Load: HS 20, Features Intersected: IOWA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.993, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 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, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2009, Underwater Inspection Date: November 2007, 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: 321, Location: 0790604 (Lat: 42.150000, Lng: -91.936111), Route carried "on" structure: Interstate 80, Year Built: 1963, Year Reconstructed: 1998, Status: Open, Structure Length: 13.17m (43.21ft), Average Daily Traffic: 26,900 (year 2008), Truck Traffic: 22%, Average Future Daily Traffic: 79,941 (year 2029), Design Load: HS 20, Features Intersected: IOWA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.993, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 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, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2009, Underwater Inspection Date: November 2007, 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: 205081, Location: 0793001 (Lat: 42.155556, Lng: -92.036111), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 4.70m (15.42ft), Average Daily Traffic: 1,210 (year 2002), Average Future Daily Traffic: 3,131 (year 2029), Features Intersected: STREAM, Facility Carried by Structure: DEER CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 32.0 metric tons, Inventory Rating: 32.0 metric tons, 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: May 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 501481, Location: 0712026 (Lat: 42.133333, Lng: -92.005556), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 2,275 (year 1998), Average Future Daily Traffic: 3,063 (year 2029), Design Load: H 20, Features Intersected: CLEAR CREEK, Facility Carried by Structure: CAMP CARDINAL R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 32.0 metric tons, Inventory Rating: 32.0 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2009, 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: 50361, Location: 0781030 (Lat: 42.163889, Lng: -91.972222), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 6,200 (year 2006), Average Future Daily Traffic: 9,212 (year 2029), Design Load: H 20, Features Intersected: OVER CIC RR, Facility Carried by Structure: HOLIDAY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.154, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 32.4 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.11m (10.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2009, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Total Project Cost: $22,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 50428, Location: 0960416 (Lat: 42.180556, Lng: -91.958333), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 3,930 (year 2006), Average Future Daily Traffic: 5,839 (year 2029), Design Load: HS 20, Features Intersected: MUDDY CREEK, Facility Carried by Structure: OAKDALE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than 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: 5.03m (16.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2009, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Total Project Cost: $22,000, Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50496, Location: 084E632 (Lat: 42.183333, Lng: -91.919444), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 700 (year 2001), Average Future Daily Traffic: 700 (year 2029), Design Load: HS 20, Features Intersected: MUDDY CREEK, Facility Carried by Structure: LINCOLNSHIRE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft)

Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 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: March 2009

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Structure Number: 60035, Location: 0800734 (Lat: 42.161111, Lng: -92.072222), Route carried "on" structure: Interstate 380, Year Built: 1972, Status: Open, Structure Length: 10.21m (33.50ft), Average Daily Traffic: 15,850 (year 2008), Truck Traffic: 16%, Average Future Daily Traffic: 49,467 (year 2028), Design Load: HS 20, Features Intersected: OVER I-80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.029, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 60036, Location: 0800734 (Lat: 42.161111, Lng: -92.072222), Route carried "on" structure: Interstate 380, Year Built: 1971, Status: Open, Structure Length: 9.54m (31.30ft), Average Daily Traffic: 15,850 (year 2008), Truck Traffic: 16%, Average Future Daily Traffic: 49,467 (year 2028), Design Load: HS 20, Features Intersected: OVER I-80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.029, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 600365, Location: 0800734 (Lat: 42.163889, Lng: -92.055556), Route carried "on" structure: Ramp Interstate 80, Year Built: 1971, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 11,900 (year 2008), Truck Traffic: 18%, Average Future Daily Traffic: 26,074 (year 2029), Design Load: HS 20, Features Intersected: CLEAR CREEK, Facility Carried by Structure: RAMP W-N
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), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 43.7 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior 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: August 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 60037, Location: 0800734 (Lat: 42.169444, Lng: -92.072222), Route carried "on" structure: Interstate 380, Year Built: 1971, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 20,700 (year 2008), Truck Traffic: 18%, Average Future Daily Traffic: 64,604 (year 2028), Design Load: HS 20, Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.766, Lanes on structure: 2, 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: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 70.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 60038, Location: 0800734 (Lat: 42.169444, Lng: -92.072222), Route carried "on" structure: Interstate 380, Year Built: 1971, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 20,700 (year 2008), Truck Traffic: 18%, Average Future Daily Traffic: 64,604 (year 2028), Design Load: HS 20, Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.766, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 60039, Location: 0800727 (Lat: 42.177778, Lng: -92.072222), Route carried "on" structure: Interstate 380, Year Built: 1971, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 20,700 (year 2008), Truck Traffic: 18%, Average Future Daily Traffic: 64,604 (year 2028), Design Load: HS 20, Features Intersected: OVER IAIS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Fair, Operating Rating: 56.3 metric tons, Inventory Rating: 24.9 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 6004, Location: 0800727 (Lat: 42.177778, Lng: -92.072222), Route carried "on" structure: Interstate 380, Year Built: 1971, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 20,700 (year 2008), Truck Traffic: 18%, Average Future Daily Traffic: 64,604 (year 2028), Design Load: HS 20, Features Intersected: OVER IAIS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Fair, Operating Rating: 57.5 metric tons, Inventory Rating: 27.1 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 60041, Location: 0800727 (Lat: 42.180556, Lng: -92.072222), Route carried "on" structure: Interstate 380, Year Built: 1970, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 20,700 (year 2008), Truck Traffic: 18%, Average Future Daily Traffic: 64,604 (year 2028), Design Load: HS 20, Features Intersected: OVER US 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.115, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 60042, Location: 0800727 (Lat: 42.180556, Lng: -92.072222), Route carried "on" structure: Interstate 380, Year Built: 1970, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 20,700 (year 2008), Truck Traffic: 18%, Average Future Daily Traffic: 64,604 (year 2028), Design Load: HS 20, Features Intersected: OVER US 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.115, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.2 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 605145, Location: 0800735 (Lat: 42.161111, Lng: -92.055556), Route carried "on" structure: Ramp Interstate 80, Year Built: 1969, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 3,650 (year 2008), Truck Traffic: 11%, Average Future Daily Traffic: 3,650 (year 2029), Design Load: HS 20, Features Intersected: CLEAR CREEK, Facility Carried by Structure: SE RAMP
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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.7 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior 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: August 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 70014, Location: 0773332 (Lat: 42.150000, Lng: -91.947222), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 18,800 (year 2006), Average Future Daily Traffic: 27,934 (year 2028), Design Load: HS 20, Features Intersected: I-80, Facility Carried by Structure: 1ST AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.132, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 257, Location: 0912927 (Lat: 42.119444, Lng: -91.958333), Route carried "under" structure: City street , Year Built: 1900, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 19,900 (year 2006), Features Intersected: UNDER IAIS RR, Facility Carried by Structure: 1ST AVE
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 13.1m (43.0ft)

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Structure Number: 32011, Location: 0000000 (Lat: 42.161111, Lng: -92.033333), Route carried "under" structure: US 6, Year Built: 1995, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 7,900 (year 2008), Truck Traffic: 14%, Features Intersected: UNDER EB I-80, Facility Carried by Structure: EB I-80
Minimum Vertical Clearance: 8.36m (27.43ft), Kilometerpoint: 18.367, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: 32021, Location: 0000000 (Lat: 42.161111, Lng: -92.033333), Route carried "under" structure: US 6, Year Built: 1992, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 7,900 (year 2008), Truck Traffic: 14%, Features Intersected: UNDER WB I-80, Facility Carried by Structure: WB I-80
Minimum Vertical Clearance: 8.05m (26.41ft), Kilometerpoint: 18.367, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 3203, Location: 0800736 (Lat: 42.161111, Lng: -92.025000), Route carried "under" structure: State highway 965, Year Built: 1963, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 24,700 (year 2008), Truck Traffic: 5%, Features Intersected: UNDER EB I-80, Facility Carried by Structure: EB I-80
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 0.605, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 69.2m (227.0ft)

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Structure Number: 3204, Location: 0800736 (Lat: 42.161111, Lng: -92.022222), Route carried "under" structure: State highway 965, Year Built: 1963, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 24,700 (year 2008), Truck Traffic: 5%, Features Intersected: UNDER WB I-80, Facility Carried by Structure: WB I-80
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.615, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 69.2m (227.0ft)

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Structure Number: 3205, Location: 0800631 (Lat: 42.158333, Lng: -91.972222), Route carried "under" structure: Interstate 80, Year Built: 1962, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 49,500 (year 2008), Truck Traffic: 24%, Features Intersected: UNDER 12TH AVE, Facility Carried by Structure: 12TH AVE
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 21.155, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 68.9m (226.0ft)

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Structure Number: 3208, Location: 0790605 (Lat: 42.150000, Lng: -91.947222), Route carried "under" structure: Interstate 80, Year Built: 1962, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 43,700 (year 2008), Truck Traffic: 26%, Features Intersected: UNDER 1ST AVE (WEST), Facility Carried by Structure: 1ST AVE
Minimum Vertical Clearance: 0.63m (2.07ft), Kilometerpoint: 22.394, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 70.4m (231.0ft)

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Structure Number: 60035, Location: 0800734 (Lat: 42.161111, Lng: -92.072222), Route carried "under" structure: Interstate 80, Year Built: 1972, Structure Length: 10.21m (33.50ft), Average Daily Traffic: 39,600 (year 2008), Truck Traffic: 27%, Features Intersected: UNDER NB I-380
Minimum Vertical Clearance: 7.04m (23.10ft), Kilometerpoint: 16.373, Lanes on structure: 3, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 102.1m (335.0ft)

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Structure Number: 60041, Location: 0000000 (Lat: 42.180556, Lng: -92.072222), Route carried "under" structure: US 6, Year Built: 1970, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 7,900 (year 2008), Truck Traffic: 14%, Features Intersected: UNDER NB I-380, Facility Carried by Structure: NB I-380
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 17.097, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 65.2m (213.9ft)

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Structure Number: 60043, Location: 0800722 (Lat: 42.208333, Lng: -92.072222), Route carried "under" structure: Interstate 380, Year Built: 1971, Structure Length: 7.87m (25.82ft), Average Daily Traffic: 41,400 (year 2008), Truck Traffic: 18%, Features Intersected: UNDER FOREVERGREEN ST, Facility Carried by Structure: FOREVERGREEN ST
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 3.228, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 78.7m (258.2ft)

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Structure Number: 70014, Location: 0790605 (Lat: 42.150000, Lng: -91.947222), Route carried "under" structure: Interstate 80, Year Built: 1986, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 43,700 (year 2008), Truck Traffic: 26%, Features Intersected: UNDER 1ST STREET EAST, Facility Carried by Structure: 1ST AVE
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 22.639, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 69.5m (228.0ft)