Bridge Statistics for Donahue, Iowa (IA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 161ft / 49.1mTotal length
- 4,685Total average daily traffic
- 58Total average daily truck traffic
- 4,685Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Donahue
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 21960-1969
- 11970-1979
- 11980-1989
- 61990-1999
- 22000-2009
- Bridge Condition - Deck
- 45.5%Very good
- 27.3%Good
- 9.1%Satisfactory
- 9.1%Fair
- 9.1%Poor
- Bridge Condition - Superstructure
- 45.5%Very good
- 36.4%Good
- 9.1%Satisfactory
- 9.1%Fair
- Bridge Condition - Substructure
- 18.2%Very good
- 18.2%Good
- 45.5%Satisfactory
- 18.2%Fair
- Bridge Condition - Channel
- 50.0%Good
- 42.9%Satisfactory
- 7.1%Poor
- Bridge Condition - Culverts
- 33.3%Good
- 33.3%Satisfactory
- 33.3%Fair
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Structure Number: 30246, Location: 079E20206 (Lat: 41.676928, Lng: -90.693978), Route carried "on" structure: County highway , Year Built: 1938, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 120 (year 2018), Average Future Daily Traffic: 120 (year 2041), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: ALLERS GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.344, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 35.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $92,000, Roadway Improvement Cost: $9,000
Structure Number: 30246, Location: 079E20206 (Lat: 41.676928, Lng: -90.693978), Route carried "on" structure: County highway , Year Built: 1938, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 120 (year 2018), Average Future Daily Traffic: 120 (year 2041), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: ALLERS GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.344, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 35.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $92,000, Roadway Improvement Cost: $9,000
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Structure Number: 30321, Location: 080E21204 (Lat: 41.753661, Lng: -90.678022), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 19.57m (64.21ft), Average Daily Traffic: 700 (year 2018), Average Future Daily Traffic: 700 (year 2041), Design Load: H 20, Features Intersected: WAPSIPINICON RIVER, Facility Carried by Structure: 115TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.655, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.3 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: Better than present minimum criteria, Length Of Structure Improvement: 64.20m (210.63ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: October 2017, Other Special Inspection Date: July 2017, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 30321, Location: 080E21204 (Lat: 41.753661, Lng: -90.678022), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 19.57m (64.21ft), Average Daily Traffic: 700 (year 2018), Average Future Daily Traffic: 700 (year 2041), Design Load: H 20, Features Intersected: WAPSIPINICON RIVER, Facility Carried by Structure: 115TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.655, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.3 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: Better than present minimum criteria, Length Of Structure Improvement: 64.20m (210.63ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: October 2017, Other Special Inspection Date: July 2017, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 303221, Location: 080E21403 (Lat: 41.738328, Lng: -90.691147), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 290 (year 2018), Average Future Daily Traffic: 290 (year 2039), Design Load: HS 20, Features Intersected: MUD CREEK, Facility Carried by Structure: RIVER CAMP RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.312, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 59.5 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.60m (51.18ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 303221, Location: 080E21403 (Lat: 41.738328, Lng: -90.691147), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 290 (year 2018), Average Future Daily Traffic: 290 (year 2039), Design Load: HS 20, Features Intersected: MUD CREEK, Facility Carried by Structure: RIVER CAMP RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.312, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 59.5 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.60m (51.18ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 303231, Location: 080E21403 (Lat: 41.738317, Lng: -90.688331), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 290 (year 2018), Average Future Daily Traffic: 290 (year 2039), Design Load: HS 20, Features Intersected: MUD CREEK OVERFLOW, Facility Carried by Structure: RIVER CAMP RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.545, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 65.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 303231, Location: 080E21403 (Lat: 41.738317, Lng: -90.688331), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 290 (year 2018), Average Future Daily Traffic: 290 (year 2039), Design Load: HS 20, Features Intersected: MUD CREEK OVERFLOW, Facility Carried by Structure: RIVER CAMP RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.545, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 65.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 303241, Location: 080E21503 (Lat: 41.728083, Lng: -90.718342), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 290 (year 2018), Average Future Daily Traffic: 290 (year 2039), Design Load: HS 20, Features Intersected: MUD CREEK OVERFLOW, Facility Carried by Structure: RIVER CAMP RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.517, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 64.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.8 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $5,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 303241, Location: 080E21503 (Lat: 41.728083, Lng: -90.718342), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 290 (year 2018), Average Future Daily Traffic: 290 (year 2039), Design Load: HS 20, Features Intersected: MUD CREEK OVERFLOW, Facility Carried by Structure: RIVER CAMP RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.517, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 64.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.8 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $5,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 303271, Location: 080E22106 (Lat: 41.718164, Lng: -90.724686), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 90 (year 2018), Average Future Daily Traffic: 90 (year 2039), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: 90TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.614, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 15.90m (52.17ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 303271, Location: 080E22106 (Lat: 41.718164, Lng: -90.724686), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 90 (year 2018), Average Future Daily Traffic: 90 (year 2039), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: 90TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.614, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 15.90m (52.17ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 30328, Location: 080E22205 (Lat: 41.723700, Lng: -90.718053), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 45 (year 2018), Average Future Daily Traffic: 45 (year 2041), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: 288TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.934, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.60m (57.74ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 30328, Location: 080E22205 (Lat: 41.723700, Lng: -90.718053), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 45 (year 2018), Average Future Daily Traffic: 45 (year 2041), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: 288TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.934, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.60m (57.74ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 303291, Location: 080E22205 (Lat: 41.723689, Lng: -90.708261), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 45 (year 2018), Average Future Daily Traffic: 45 (year 2039), Design Load: HS 20, Features Intersected: MUD CREEK OVERFLOW, Facility Carried by Structure: 288TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.748, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $5,000, Deck Structure Type: Concrete Precast Panels
Structure Number: 303291, Location: 080E22205 (Lat: 41.723689, Lng: -90.708261), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 45 (year 2018), Average Future Daily Traffic: 45 (year 2039), Design Load: HS 20, Features Intersected: MUD CREEK OVERFLOW, Facility Carried by Structure: 288TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.748, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $5,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: 303391, Location: 080E23408 (Lat: 41.693881, Lng: -90.708764), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 130 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 130 (year 2039), Design Load: HS 20, Features Intersected: BR MUD CREEK, Facility Carried by Structure: ALLENS GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.658, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, 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: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.7 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.30m (33.79ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 303391, Location: 080E23408 (Lat: 41.693881, Lng: -90.708764), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 130 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 130 (year 2039), Design Load: HS 20, Features Intersected: BR MUD CREEK, Facility Carried by Structure: ALLENS GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.658, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, 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: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.7 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.30m (33.79ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 303401, Location: 000000000 (Lat: 41.692978, Lng: -90.675439), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 2,000 (year 2014), Average Future Daily Traffic: 2,000 (year 2039), Design Load: HS 20, Features Intersected: BRANCH MUD CREEK, Facility Carried by Structure: COUNTY Y52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.027, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.30m (33.79ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 303401, Location: 000000000 (Lat: 41.692978, Lng: -90.675439), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 2,000 (year 2014), Average Future Daily Traffic: 2,000 (year 2039), Design Load: HS 20, Features Intersected: BRANCH MUD CREEK, Facility Carried by Structure: COUNTY Y52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.027, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.30m (33.79ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 303492, Location: 080E31801 (Lat: 41.741886, Lng: -90.664275), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 20 (year 2018), Average Future Daily Traffic: 20 (year 2039), Design Load: HS 20, Features Intersected: CONTENTION CREEK, Facility Carried by Structure: 300TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.484, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 63.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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 desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $5,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 303492, Location: 080E31801 (Lat: 41.741886, Lng: -90.664275), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 20 (year 2018), Average Future Daily Traffic: 20 (year 2039), Design Load: HS 20, Features Intersected: CONTENTION CREEK, Facility Carried by Structure: 300TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.484, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 63.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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 desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $5,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 303501, Location: 080E31903 (Lat: 41.727536, Lng: -90.650158), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 500 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 500 (year 2039), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: ST ANNES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.166, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $5,000
Structure Number: 303501, Location: 080E31903 (Lat: 41.727536, Lng: -90.650158), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 500 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 500 (year 2039), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: ST ANNES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.166, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $5,000
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Structure Number: 30351, Location: 080E32002 (Lat: 41.725600, Lng: -90.646058), Route carried "on" structure: County highway , Year Built: 1929, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 45 (year 2018), Average Future Daily Traffic: 45 (year 2041), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: 130TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.725, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 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: Satisfactory, Operating Rating: 80.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $94,000, Roadway Improvement Cost: $9,000
Structure Number: 30351, Location: 080E32002 (Lat: 41.725600, Lng: -90.646058), Route carried "on" structure: County highway , Year Built: 1929, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 45 (year 2018), Average Future Daily Traffic: 45 (year 2041), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: 130TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.725, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 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: Satisfactory, Operating Rating: 80.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $94,000, Roadway Improvement Cost: $9,000
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Structure Number: 303561, Location: 080E33206 (Lat: 41.688203, Lng: -90.646103), Route carried "on" structure: County highway , Year Built: 1972, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 120 (year 2018), Average Future Daily Traffic: 120 (year 2041), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: 130TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.573, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 37.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 303561, Location: 080E33206 (Lat: 41.688203, Lng: -90.646103), Route carried "on" structure: County highway , Year Built: 1972, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 120 (year 2018), Average Future Daily Traffic: 120 (year 2041), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: 130TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.573, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 37.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete