Bridge Statistics for Goose Lake, Iowa (IA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 102ft / 31.2mTotal length
- 3,625Total average daily traffic
- 337Total average daily truck traffic
- 3,625Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Goose Lake
- No street view available for this location
- New bridges - historical statistics
- 11960-1969
- 31970-1979
- 31980-1989
- 61990-1999
- 22000-2009
- 32010-2019
- Bridge Condition - Deck
- 16.7%Excellent
- 44.4%Very good
- 22.2%Good
- 5.6%Satisfactory
- 11.1%Fair
- Bridge Condition - Superstructure
- 16.7%Excellent
- 38.9%Very good
- 33.3%Good
- 11.1%Fair
- Bridge Condition - Substructure
- 16.7%Excellent
- 27.8%Very good
- 33.3%Good
- 11.1%Satisfactory
- 5.6%Fair
- 5.6%Poor
- Bridge Condition - Channel
- 11.1%Excellent
- 22.2%Very good
- 27.8%Good
- 27.8%Satisfactory
- 11.1%Fair
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Structure Number: 12394, Location: 082E50304 (Lat: 41.944861, Lng: -90.368744), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 80 (year 2014), Average Future Daily Traffic: 80 (year 2041), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: 372ND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.423, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $40,000, Roadway Improvement Cost: $10,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 12394, Location: 082E50304 (Lat: 41.944861, Lng: -90.368744), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 80 (year 2014), Average Future Daily Traffic: 80 (year 2041), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: 372ND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.423, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $40,000, Roadway Improvement Cost: $10,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 123952, Location: 082E50403 (Lat: 41.943450, Lng: -90.388328), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 40 (year 2014), Average Future Daily Traffic: 40 (year 2041), Design Load: HS 20, Features Intersected: BROPHY CREEK, Facility Carried by Structure: 160 ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.690, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 66.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $40,000, Roadway Improvement Cost: $5,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 123952, Location: 082E50403 (Lat: 41.943450, Lng: -90.388328), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 40 (year 2014), Average Future Daily Traffic: 40 (year 2041), Design Load: HS 20, Features Intersected: BROPHY CREEK, Facility Carried by Structure: 160 ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.690, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 66.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $40,000, 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: 123962, Location: 082E50504 (Lat: 41.942342, Lng: -90.407586), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 50 (year 2040), Design Load: HS 20, Features Intersected: BROPHY CREEK, Facility Carried by Structure: 352ND AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.996, 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: 8.8m (28.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 123962, Location: 082E50504 (Lat: 41.942342, Lng: -90.407586), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 50 (year 2040), Design Load: HS 20, Features Intersected: BROPHY CREEK, Facility Carried by Structure: 352ND AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.996, 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: 8.8m (28.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 123971, Location: 082E50505 (Lat: 41.942586, Lng: -90.403472), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 40 (year 2014), Average Future Daily Traffic: 40 (year 2040), Design Load: HS 20, Features Intersected: BROPHY CREEK, Facility Carried by Structure: 160TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.416, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 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, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 123971, Location: 082E50505 (Lat: 41.942586, Lng: -90.403472), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 40 (year 2014), Average Future Daily Traffic: 40 (year 2040), Design Load: HS 20, Features Intersected: BROPHY CREEK, Facility Carried by Structure: 160TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.416, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 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, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 123991, Location: 082E50901 (Lat: 41.931775, Lng: -90.385364), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 100 (year 2040), Design Load: HS 20, Features Intersected: BROPHY CREEK, Facility Carried by Structure: 170TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.376, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 123991, Location: 082E50901 (Lat: 41.931775, Lng: -90.385364), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 100 (year 2040), Design Load: HS 20, Features Intersected: BROPHY CREEK, Facility Carried by Structure: 170TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.376, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 124001, Location: 082E50902 (Lat: 41.927647, Lng: -90.393764), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 50 (year 2040), Design Load: H 20, Features Intersected: CREEK, Facility Carried by Structure: 360TH AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.152, 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: 11.9m (39.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 61.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 124001, Location: 082E50902 (Lat: 41.927647, Lng: -90.393764), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 50 (year 2040), Design Load: H 20, Features Intersected: CREEK, Facility Carried by Structure: 360TH AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.152, 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: 11.9m (39.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 61.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 124012, Location: 082E51002 (Lat: 41.917533, Lng: -90.374356), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 10 (year 2014), Average Future Daily Traffic: 10 (year 2040), Design Load: HS 20, Features Intersected: BROPHY CREEK, Facility Carried by Structure: 370TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.004, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 124012, Location: 082E51002 (Lat: 41.917533, Lng: -90.374356), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 10 (year 2014), Average Future Daily Traffic: 10 (year 2040), Design Load: HS 20, Features Intersected: BROPHY CREEK, Facility Carried by Structure: 370TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.004, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 124041, Location: 082E51402 (Lat: 41.909642, Lng: -90.354647), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 1,390 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 1,390 (year 2041), Design Load: HS 20, Features Intersected: SMALL STREAM, Facility Carried by Structure: Z36 380TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.492, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.3m (30.5ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 69.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 124041, Location: 082E51402 (Lat: 41.909642, Lng: -90.354647), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 1,390 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 1,390 (year 2041), Design Load: HS 20, Features Intersected: SMALL STREAM, Facility Carried by Structure: Z36 380TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.492, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.3m (30.5ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 69.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 125442, Location: 083E51004 (Lat: 42.006175, Lng: -90.368969), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 25 (year 2014), Average Future Daily Traffic: 25 (year 2042), Design Load: HS 20, Features Intersected: SIMMONS CREEK, Facility Carried by Structure: 372ND AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels
Structure Number: 125442, Location: 083E51004 (Lat: 42.006175, Lng: -90.368969), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 25 (year 2014), Average Future Daily Traffic: 25 (year 2042), Design Load: HS 20, Features Intersected: SIMMONS CREEK, Facility Carried by Structure: 372ND AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels
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Structure Number: 125462, Location: 083E51503 (Lat: 42.004100, Lng: -90.365922), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 20 (year 2014), Average Future Daily Traffic: 20 (year 2040), Design Load: HS 20, Features Intersected: SIMMONS CREEK, Facility Carried by Structure: 120TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.494, 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: 13.4m (44.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 55.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 125462, Location: 083E51503 (Lat: 42.004100, Lng: -90.365922), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 20 (year 2014), Average Future Daily Traffic: 20 (year 2040), Design Load: HS 20, Features Intersected: SIMMONS CREEK, Facility Carried by Structure: 120TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.494, 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: 13.4m (44.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 55.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 125472, Location: 083E51601 (Lat: 42.003983, Lng: -90.377175), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 60 (year 2014), Average Future Daily Traffic: 60 (year 2041), Design Load: HS 20, Features Intersected: SIMMONS CREEK, Facility Carried by Structure: 120TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.517, 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: 16.8m (55.1ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 48 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 125472, Location: 083E51601 (Lat: 42.003983, Lng: -90.377175), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 60 (year 2014), Average Future Daily Traffic: 60 (year 2041), Design Load: HS 20, Features Intersected: SIMMONS CREEK, Facility Carried by Structure: 120TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.517, 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: 16.8m (55.1ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 48 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 12548, Location: 083E51602 (Lat: 42.003725, Lng: -90.393119), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 1,430 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 1,430 (year 2041), Design Load: HS 20, Features Intersected: SIMMONS CREEK, Facility Carried by Structure: 362ND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.716, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to 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, Length Of Structure Improvement: 10.00m (32.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 12548, Location: 083E51602 (Lat: 42.003725, Lng: -90.393119), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 1,430 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 1,430 (year 2041), Design Load: HS 20, Features Intersected: SIMMONS CREEK, Facility Carried by Structure: 362ND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.716, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to 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, Length Of Structure Improvement: 10.00m (32.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $125,000, 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: 125511, Location: 083E51703 (Lat: 41.996858, Lng: -90.404378), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 100 (year 2041), Design Load: HS 20, Features Intersected: DEEP CREEK, Facility Carried by Structure: 125TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.440, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 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: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 125511, Location: 083E51703 (Lat: 41.996858, Lng: -90.404378), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 100 (year 2018), Average Future Daily Traffic: 100 (year 2041), Design Load: HS 20, Features Intersected: DEEP CREEK, Facility Carried by Structure: 125TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.440, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 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: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 125521, Location: 083E51903 (Lat: 41.982417, Lng: -90.415511), Route carried "on" structure: County highway , Year Built: 1974, Year Reconstructed: 1998, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 20 (year 2014), Average Future Daily Traffic: 20 (year 2042), Design Load: HS 20, Features Intersected: DEEP CR, Facility Carried by Structure: 135TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.154, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 34.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 125521, Location: 083E51903 (Lat: 41.982417, Lng: -90.415511), Route carried "on" structure: County highway , Year Built: 1974, Year Reconstructed: 1998, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 20 (year 2014), Average Future Daily Traffic: 20 (year 2042), Design Load: HS 20, Features Intersected: DEEP CR, Facility Carried by Structure: 135TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.154, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 34.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 125531, Location: 083E52003 (Lat: 41.982294, Lng: -90.394992), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 35 (year 2014), Average Future Daily Traffic: 35 (year 2041), Design Load: HS 20, Features Intersected: SMALL STREAM, Facility Carried by Structure: 135TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.853, 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: 11.9m (39.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.1 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 125531, Location: 083E52003 (Lat: 41.982294, Lng: -90.394992), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 35 (year 2014), Average Future Daily Traffic: 35 (year 2041), Design Load: HS 20, Features Intersected: SMALL STREAM, Facility Carried by Structure: 135TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.853, 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: 11.9m (39.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.1 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 125541, Location: 00000 (Lat: 41.963719, Lng: -90.324119), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 60 (year 2014), Average Future Daily Traffic: 60 (year 2040), Design Load: HL 93, Features Intersected: CREEK, Facility Carried by Structure: 148TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.060, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 89.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 69.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Other
Structure Number: 125541, Location: 00000 (Lat: 41.963719, Lng: -90.324119), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 60 (year 2014), Average Future Daily Traffic: 60 (year 2040), Design Load: HL 93, Features Intersected: CREEK, Facility Carried by Structure: 148TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.060, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 89.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 69.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Other
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Structure Number: 125882, Location: 083E63006 (Lat: 41.962447, Lng: -90.315150), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 45 (year 2018), Average Future Daily Traffic: 45 (year 2041), Design Load: HL 93, Features Intersected: SOUTH BRANCH ELK RIVER, Facility Carried by Structure: Z40 400TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.141, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 88.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 125882, Location: 083E63006 (Lat: 41.962447, Lng: -90.315150), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 45 (year 2018), Average Future Daily Traffic: 45 (year 2041), Design Load: HL 93, Features Intersected: SOUTH BRANCH ELK RIVER, Facility Carried by Structure: Z40 400TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.141, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 88.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 125891, Location: 083E63102 (Lat: 41.948447, Lng: -90.315214), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 70 (year 2018), Average Future Daily Traffic: 70 (year 2040), Design Load: HS 20, Features Intersected: SOUTH BRANCH ELK RIVER, Facility Carried by Structure: 400TH AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.588, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 125891, Location: 083E63102 (Lat: 41.948447, Lng: -90.315214), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 70 (year 2018), Average Future Daily Traffic: 70 (year 2040), Design Load: HS 20, Features Intersected: SOUTH BRANCH ELK RIVER, Facility Carried by Structure: 400TH AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.588, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete