Bridge Statistics for Garner, Iowa (IA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 102ft / 30.7mTotal length
- 11,855Total average daily traffic
- 1,936Total average daily truck traffic
- 11,855Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Garner
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11950-1959
- 31960-1969
- 41970-1979
- 21980-1989
- 11990-1999
- 32000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 01980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 8.3%Very good
- 25.0%Good
- 16.7%Satisfactory
- 41.7%Fair
- 8.3%Poor
- Bridge Condition - Superstructure
- 8.3%Very good
- 25.0%Good
- 16.7%Satisfactory
- 41.7%Fair
- 8.3%Poor
- Bridge Condition - Substructure
- 33.3%Very good
- 16.7%Good
- 41.7%Satisfactory
- 8.3%Poor
- Bridge Condition - Channel
- 23.5%Very good
- 52.9%Good
- 23.5%Satisfactory
- Bridge Condition - Culverts
- 60.0%Very good
- 20.0%Good
- 20.0%Poor
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Structure Number: 26831, Location: 0.4 mi W of E jct US 69 (Lat: 43.104972, Lng: -93.622617), Route carried "on" structure: US 18, Year Built: 2002, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 5,900 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 5,900 (year 2040), Design Load: HS 20, Features Intersected: E BRANCH IOWA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 260.001, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.2 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 26831, Location: 0.4 mi W of E jct US 69 (Lat: 43.104972, Lng: -93.622617), Route carried "on" structure: US 18, Year Built: 2002, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 5,900 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 5,900 (year 2040), Design Load: HS 20, Features Intersected: E BRANCH IOWA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 260.001, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.2 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2688, Location: 2.2 mi. S of S jct. US 18 (Lat: 43.065806, Lng: -93.616183), Route carried "on" structure: US 69, Year Built: 1930, Year Reconstructed: 1960, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 2,230 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 2,230 (year 2040), Design Load: H 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 306.831, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 2688, Location: 2.2 mi. S of S jct. US 18 (Lat: 43.065806, Lng: -93.616183), Route carried "on" structure: US 69, Year Built: 1930, Year Reconstructed: 1960, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 2,230 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 2,230 (year 2040), Design Load: H 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 306.831, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 173051, Location: 095230604 (Lat: 43.078158, Lng: -93.606561), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 230 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 230 (year 2040), Design Load: HS 20, Features Intersected: D.D.#5, Facility Carried by Structure: FM 2160 SIOUX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.771, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
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: 2.30m (7.55ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000
Structure Number: 173051, Location: 095230604 (Lat: 43.078158, Lng: -93.606561), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 230 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 230 (year 2040), Design Load: HS 20, Features Intersected: D.D.#5, Facility Carried by Structure: FM 2160 SIOUX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.771, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
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: 2.30m (7.55ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000
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Structure Number: 173061, Location: 095230704 (Lat: 43.065158, Lng: -93.606656), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 230 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 230 (year 2040), Design Load: HS 20, Features Intersected: GOLLS CREEK, Facility Carried by Structure: FM 2080 SIOUX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.328, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Better than 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 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000
Structure Number: 173061, Location: 095230704 (Lat: 43.065158, Lng: -93.606656), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 230 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 230 (year 2040), Design Load: HS 20, Features Intersected: GOLLS CREEK, Facility Carried by Structure: FM 2080 SIOUX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.328, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Better than 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 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000
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Structure Number: 17307, Location: 095230801 (Lat: 43.067650, Lng: -93.591247), Route carried "on" structure: County highway , Year Built: 1955, Year Reconstructed: 2013, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 60 (year 2015), Truck Traffic: 23%, Average Future Daily Traffic: 60 (year 2040), Design Load: H 15, Features Intersected: GOLLS CREEK, Facility Carried by Structure: LOC 2030 210TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.895, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Very good, Channel: Good, Operating Rating: 41.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: 5.80m (19.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $139,000, Roadway Improvement Cost: $14,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 17307, Location: 095230801 (Lat: 43.067650, Lng: -93.591247), Route carried "on" structure: County highway , Year Built: 1955, Year Reconstructed: 2013, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 60 (year 2015), Truck Traffic: 23%, Average Future Daily Traffic: 60 (year 2040), Design Load: H 15, Features Intersected: GOLLS CREEK, Facility Carried by Structure: LOC 2030 210TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.895, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Very good, Channel: Good, Operating Rating: 41.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: 5.80m (19.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $139,000, Roadway Improvement Cost: $14,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 173081, Location: 095230801 (Lat: 43.067658, Lng: -93.577719), Route carried "on" structure: County highway , Year Built: 2012, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 60 (year 2015), Truck Traffic: 23%, Average Future Daily Traffic: 60 (year 2040), Design Load: H 15, Features Intersected: GOLLS CREEK, Facility Carried by Structure: 210TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.997, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Channel: Good, Operating Rating: 33.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 173081, Location: 095230801 (Lat: 43.067658, Lng: -93.577719), Route carried "on" structure: County highway , Year Built: 2012, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 60 (year 2015), Truck Traffic: 23%, Average Future Daily Traffic: 60 (year 2040), Design Load: H 15, Features Intersected: GOLLS CREEK, Facility Carried by Structure: 210TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.997, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Channel: Good, Operating Rating: 33.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 173091, Location: 095230902 (Lat: 43.067197, Lng: -93.576894), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 25 (year 2015), Average Future Daily Traffic: 25 (year 2040), Design Load: H 20, Features Intersected: GOLLS CREEK, Facility Carried by Structure: LOC 2100 UNION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.219, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 minimum criteria, Length Of Structure Improvement: 7.80m (25.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 173091, Location: 095230902 (Lat: 43.067197, Lng: -93.576894), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 25 (year 2015), Average Future Daily Traffic: 25 (year 2040), Design Load: H 20, Features Intersected: GOLLS CREEK, Facility Carried by Structure: LOC 2100 UNION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.219, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 minimum criteria, Length Of Structure Improvement: 7.80m (25.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1731, Location: 095231002 (Lat: 43.056969, Lng: -93.557000), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 260 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 260 (year 2040), Design Load: H 20, Features Intersected: GOLLS CREEK, Facility Carried by Structure: FM 2030 VAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.470, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $10,000
Structure Number: 1731, Location: 095231002 (Lat: 43.056969, Lng: -93.557000), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 260 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 260 (year 2040), Design Load: H 20, Features Intersected: GOLLS CREEK, Facility Carried by Structure: FM 2030 VAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.470, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $10,000
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Structure Number: 173131, Location: 095231501 (Lat: 43.053083, Lng: -93.549586), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 20 (year 2015), Average Future Daily Traffic: 20 (year 2040), Design Load: HS 20, Features Intersected: GOLLS CREEK, Facility Carried by Structure: LOC 2240 200TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.672, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020
Structure Number: 173131, Location: 095231501 (Lat: 43.053083, Lng: -93.549586), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 20 (year 2015), Average Future Daily Traffic: 20 (year 2040), Design Load: HS 20, Features Intersected: GOLLS CREEK, Facility Carried by Structure: LOC 2240 200TH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.672, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020
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Structure Number: 17323, Location: 095241201 (Lat: 43.067514, Lng: -93.623933), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 260 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 260 (year 2040), Design Load: H 20, Features Intersected: EAST IOWA RIVER, Facility Carried by Structure: 1860 210TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.233, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, 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: 12.90m (42.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 17323, Location: 095241201 (Lat: 43.067514, Lng: -93.623933), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 260 (year 2019), Truck Traffic: 21%, Average Future Daily Traffic: 260 (year 2040), Design Load: H 20, Features Intersected: EAST IOWA RIVER, Facility Carried by Structure: 1860 210TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.233, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, 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: 12.90m (42.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 173261, Location: 095241405 (Lat: 43.053003, Lng: -93.639456), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 400 (year 2019), Truck Traffic: 73%, Average Future Daily Traffic: 400 (year 2040), Design Load: HS 20, Features Intersected: EAST IOWA RIVER, Facility Carried by Structure: 1780 200TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.351, 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: 14.9m (48.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 88.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 173261, Location: 095241405 (Lat: 43.053003, Lng: -93.639456), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 400 (year 2019), Truck Traffic: 73%, Average Future Daily Traffic: 400 (year 2040), Design Load: HS 20, Features Intersected: EAST IOWA RIVER, Facility Carried by Structure: 1780 200TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.351, 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: 14.9m (48.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 88.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 173755, Location: 096231703 (Lat: 43.141197, Lng: -93.579161), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 230 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 230 (year 2040), Design Load: H 20, Features Intersected: DRAINAGE DITCH #13, Facility Carried by Structure: FM 2090 260 ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.804, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.0 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 minimum criteria, Length Of Structure Improvement: 6.80m (22.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 173755, Location: 096231703 (Lat: 43.141197, Lng: -93.579161), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 230 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 230 (year 2040), Design Load: H 20, Features Intersected: DRAINAGE DITCH #13, Facility Carried by Structure: FM 2090 260 ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.804, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.0 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 minimum criteria, Length Of Structure Improvement: 6.80m (22.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 17376, Location: 096231801 (Lat: 43.141189, Lng: -93.612689), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 210 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 210 (year 2040), Design Load: H 20, Features Intersected: EAST IOWA RIVER, Facility Carried by Structure: FM 1920 260 ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.076, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 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: 8.6m (28.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.80m (25.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 17376, Location: 096231801 (Lat: 43.141189, Lng: -93.612689), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 210 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 210 (year 2040), Design Load: H 20, Features Intersected: EAST IOWA RIVER, Facility Carried by Structure: FM 1920 260 ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.076, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 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: 8.6m (28.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.80m (25.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 173771, Location: 096231904 (Lat: 43.121192, Lng: -93.606653), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 50 (year 2015), Truck Traffic: 20%, Average Future Daily Traffic: 50 (year 2040), Design Load: H 15, Features Intersected: DD #13, Facility Carried by Structure: 2460 SIOUX AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.087, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.90m (22.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 173771, Location: 096231904 (Lat: 43.121192, Lng: -93.606653), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 50 (year 2015), Truck Traffic: 20%, Average Future Daily Traffic: 50 (year 2040), Design Load: H 15, Features Intersected: DD #13, Facility Carried by Structure: 2460 SIOUX AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.087, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.90m (22.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 173781, Location: 096232002 (Lat: 43.125272, Lng: -93.596681), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 710 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 710 (year 2040), Design Load: H 20, Features Intersected: DD #13, Facility Carried by Structure: TAFT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.556, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.9 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: Better than present minimum criteria, Length Of Structure Improvement: 6.30m (20.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 173781, Location: 096232002 (Lat: 43.125272, Lng: -93.596681), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 710 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 710 (year 2040), Design Load: H 20, Features Intersected: DD #13, Facility Carried by Structure: TAFT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.556, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.9 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: Better than present minimum criteria, Length Of Structure Improvement: 6.30m (20.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 173821, Location: 096233203 (Lat: 43.090467, Lng: -93.594397), Route carried "on" structure: City street , Year Built: 2013, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 890 (year 2019), Average Future Daily Traffic: 890 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE DITCH 5, Facility Carried by Structure: B36 (225TH ST)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.626, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Very good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020
Structure Number: 173821, Location: 096233203 (Lat: 43.090467, Lng: -93.594397), Route carried "on" structure: City street , Year Built: 2013, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 890 (year 2019), Average Future Daily Traffic: 890 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE DITCH 5, Facility Carried by Structure: B36 (225TH ST)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.626, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Very good, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020
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Structure Number: 173871, Location: 096243603 (Lat: 43.090492, Lng: -93.621564), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 90 (year 2019), Average Future Daily Traffic: 90 (year 2040), Design Load: H 20, Features Intersected: EAST IOWA RIVER, Facility Carried by Structure: FM 1870 225 ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.347, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 173871, Location: 096243603 (Lat: 43.090492, Lng: -93.621564), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 90 (year 2019), Average Future Daily Traffic: 90 (year 2040), Design Load: H 20, Features Intersected: EAST IOWA RIVER, Facility Carried by Structure: FM 1870 225 ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.347, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete