Bridge Statistics for Colo, Iowa (IA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 28Number of bridges
- 230ft / 69.7mTotal length
- 32,900Total average daily traffic
- 4,833Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Colo
- No street view available for this location
- New bridges - historical statistics
- 21900-1909
- 11920-1929
- 51930-1939
- 21950-1959
- 81960-1969
- 21970-1979
- 21980-1989
- 21990-1999
- 22000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 11950-1959
- 51960-1969
- 21970-1979
- 01980-1989
- 21990-1999
- Bridge Condition - Deck
- 11.8%Very good
- 23.5%Good
- 52.9%Satisfactory
- 11.8%Fair
- Bridge Condition - Superstructure
- 5.9%Very good
- 23.5%Good
- 47.1%Satisfactory
- 11.8%Fair
- 11.8%Poor
- Bridge Condition - Substructure
- 17.6%Very good
- 23.5%Good
- 29.4%Satisfactory
- 17.6%Fair
- 5.9%Poor
- 5.9%Imminent failure
- Bridge Condition - Channel
- 4.2%Excellent
- 12.5%Very good
- 29.2%Good
- 41.7%Satisfactory
- 12.5%Fair
- Bridge Condition - Culverts
- 11.1%Very good
- 33.3%Good
- 33.3%Satisfactory
- 22.2%Fair
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Structure Number: 4883, Location: 3.4 MI. W OF JCT. 65 (Lat: 42.007492, Lng: -93.376008), Route carried "on" structure: US 30, Year Built: 1963, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 4,250 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 4,250 (year 2041), Design Load: HS 20, Features Intersected: EAST INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 258.502, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 23 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Other Special Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 4883, Location: 3.4 MI. W OF JCT. 65 (Lat: 42.007492, Lng: -93.376008), Route carried "on" structure: US 30, Year Built: 1963, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 4,250 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 4,250 (year 2041), Design Load: HS 20, Features Intersected: EAST INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 258.502, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 23 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Other Special Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 4884, Location: 2.1 MILES W OF JCT US 65 (Lat: 42.008275, Lng: -93.350000), Route carried "on" structure: US 30, Year Built: 1963, Year Reconstructed: 2002, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 8,500 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 8,500 (year 2042), Design Load: HS 20, Features Intersected: DYE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 260.657, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 4884, Location: 2.1 MILES W OF JCT US 65 (Lat: 42.008275, Lng: -93.350000), Route carried "on" structure: US 30, Year Built: 1963, Year Reconstructed: 2002, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 8,500 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 8,500 (year 2042), Design Load: HS 20, Features Intersected: DYE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 260.657, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 4887, Location: AT JUNCTION WITH US 30 (Lat: 42.007392, Lng: -93.309372), Route carried "on" structure: US 65, Year Built: 1963, Year Reconstructed: 1990, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 1,880 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 1,880 (year 2041), Design Load: HS 20, Features Intersected: US 30
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 181.045, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4887, Location: AT JUNCTION WITH US 30 (Lat: 42.007392, Lng: -93.309372), Route carried "on" structure: US 65, Year Built: 1963, Year Reconstructed: 1990, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 1,880 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 1,880 (year 2041), Design Load: HS 20, Features Intersected: US 30
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 181.045, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, 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: 48901, Location: 1.8 MI. N OF US 30 (Lat: 42.034275, Lng: -93.309486), Route carried "on" structure: US 65, Year Built: 1979, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,900 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,900 (year 2041), Design Load: HS 20, Features Intersected: DYE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 184.030, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 45.7 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: 35.3 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: 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: October 2021
Structure Number: 48901, Location: 1.8 MI. N OF US 30 (Lat: 42.034275, Lng: -93.309486), Route carried "on" structure: US 65, Year Built: 1979, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,900 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,900 (year 2041), Design Load: HS 20, Features Intersected: DYE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 184.030, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 45.7 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: 35.3 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: 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: October 2021
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Structure Number: 48906, Location: 2.9 MILES N OF JCT US 30 (Lat: 42.050086, Lng: -93.309603), Route carried "on" structure: US 65, Year Built: 1987, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,900 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,900 (year 2041), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 185.786, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 38.9 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: 30.1 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 48906, Location: 2.9 MILES N OF JCT US 30 (Lat: 42.050086, Lng: -93.309603), Route carried "on" structure: US 65, Year Built: 1987, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,900 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,900 (year 2041), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 185.786, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 38.9 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: 30.1 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 49441, Location: 083210701 (Lat: 42.022522, Lng: -93.330589), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,050 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,050 (year 2040), Design Load: HS 20, Features Intersected: DYE CREEK, Facility Carried by Structure: E41 LINCOLN HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.211, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.0 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 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 49441, Location: 083210701 (Lat: 42.022522, Lng: -93.330589), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,050 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,050 (year 2040), Design Load: HS 20, Features Intersected: DYE CREEK, Facility Carried by Structure: E41 LINCOLN HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.211, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.0 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 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4945, Location: 1.0 MILE N OF JCT US 30 (Lat: 42.022478, Lng: -93.309594), Route carried "on" structure: City street , Year Built: 1938, Year Reconstructed: 1976, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 380 (year 2019), Average Future Daily Traffic: 380 (year 2041), Design Load: HS 20, Features Intersected: US 65, Facility Carried by Structure: LINCOLN HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.582, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 4945, Location: 1.0 MILE N OF JCT US 30 (Lat: 42.022478, Lng: -93.309594), Route carried "on" structure: City street , Year Built: 1938, Year Reconstructed: 1976, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 380 (year 2019), Average Future Daily Traffic: 380 (year 2041), Design Load: HS 20, Features Intersected: US 65, Facility Carried by Structure: LINCOLN HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.582, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
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Structure Number: 314381, Location: 083210502 (Lat: 42.025242, Lng: -93.328919), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 45 (year 2019), Average Future Daily Traffic: 45 (year 2040), Design Load: HS 20, Features Intersected: DYE CREEK, Facility Carried by Structure: 690TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.777, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: December 2020
Structure Number: 314381, Location: 083210502 (Lat: 42.025242, Lng: -93.328919), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 45 (year 2019), Average Future Daily Traffic: 45 (year 2040), Design Load: HS 20, Features Intersected: DYE CREEK, Facility Carried by Structure: 690TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.777, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: December 2020
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Structure Number: 3144, Location: 083211802 (Lat: 42.001853, Lng: -93.347569), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 320 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 320 (year 2040), Design Load: HS 20, Features Intersected: DYE CREEK, Facility Carried by Structure: 680TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.405, 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: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 3144, Location: 083211802 (Lat: 42.001853, Lng: -93.347569), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 320 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 320 (year 2040), Design Load: HS 20, Features Intersected: DYE CREEK, Facility Carried by Structure: 680TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.405, 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: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 31441, Location: 083211802 (Lat: 42.005994, Lng: -93.347514), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 320 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 320 (year 2040), Design Load: HS 20, Features Intersected: DYE CREEK, Facility Carried by Structure: 680TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.865, 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: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 31441, Location: 083211802 (Lat: 42.005994, Lng: -93.347514), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 320 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 320 (year 2040), Design Load: HS 20, Features Intersected: DYE CREEK, Facility Carried by Structure: 680TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.865, 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: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 314415, Location: 083211902 (Lat: 41.985939, Lng: -93.347597), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 29%, Average Future Daily Traffic: 100 (year 2040), Features Intersected: HICKORY GROVE LAKE, Facility Carried by Structure: 680TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.638, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $107,000, Roadway Improvement Cost: $21,000
Structure Number: 314415, Location: 083211902 (Lat: 41.985939, Lng: -93.347597), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 29%, Average Future Daily Traffic: 100 (year 2040), Features Intersected: HICKORY GROVE LAKE, Facility Carried by Structure: 680TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.638, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $107,000, Roadway Improvement Cost: $21,000
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Structure Number: 31444, Location: 083212402 (Lat: 41.991283, Lng: -93.251194), Route carried "on" structure: County highway , Year Built: 1931, Year Reconstructed: 1954, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 40 (year 2019), Average Future Daily Traffic: 40 (year 2040), Features Intersected: CLEAR CREEK, Facility Carried by Structure: 730TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.270, Lanes on structure: 1, 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: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $88,000, Roadway Improvement Cost: $13,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 31444, Location: 083212402 (Lat: 41.991283, Lng: -93.251194), Route carried "on" structure: County highway , Year Built: 1931, Year Reconstructed: 1954, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 40 (year 2019), Average Future Daily Traffic: 40 (year 2040), Features Intersected: CLEAR CREEK, Facility Carried by Structure: 730TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.270, Lanes on structure: 1, 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: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $88,000, Roadway Improvement Cost: $13,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 314491, Location: 083213501 (Lat: 41.964450, Lng: -93.267486), Route carried "on" structure: County highway , Year Built: 1951, Year Reconstructed: 1974, Status: Posted for load, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 20 (year 2019), Average Future Daily Traffic: 20 (year 2040), Features Intersected: DRAINAGE DITCH 2, Facility Carried by Structure: 270TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.258, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 17.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 7.10m (23.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $114,000, Roadway Improvement Cost: $17,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 314491, Location: 083213501 (Lat: 41.964450, Lng: -93.267486), Route carried "on" structure: County highway , Year Built: 1951, Year Reconstructed: 1974, Status: Posted for load, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 20 (year 2019), Average Future Daily Traffic: 20 (year 2040), Features Intersected: DRAINAGE DITCH 2, Facility Carried by Structure: 270TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.258, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 17.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 7.10m (23.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $114,000, Roadway Improvement Cost: $17,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 3145, Location: 083220201 (Lat: 42.034297, Lng: -93.374319), Route carried "on" structure: County highway , Year Built: 1900, Year Reconstructed: 1974, Status: Posted for load, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 35 (year 2019), Average Future Daily Traffic: 35 (year 2041), Features Intersected: EAST BR INDIAN CREEK, Facility Carried by Structure: 220TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.596, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 19.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 8.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 11.20m (36.75ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Critical Feature Inspection Date: January 2021, Bridge Improvement Cost: $183,000, Roadway Improvement Cost: $27,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 3145, Location: 083220201 (Lat: 42.034297, Lng: -93.374319), Route carried "on" structure: County highway , Year Built: 1900, Year Reconstructed: 1974, Status: Posted for load, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 35 (year 2019), Average Future Daily Traffic: 35 (year 2041), Features Intersected: EAST BR INDIAN CREEK, Facility Carried by Structure: 220TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.596, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 19.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 8.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 11.20m (36.75ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Critical Feature Inspection Date: January 2021, Bridge Improvement Cost: $183,000, Roadway Improvement Cost: $27,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 31454, Location: 083221204 (Lat: 42.012769, Lng: -93.352414), Route carried "on" structure: County highway , Year Built: 1900, Year Reconstructed: 1974, Status: Posted for load, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 25 (year 2019), Average Future Daily Traffic: 25 (year 2041), Features Intersected: DYE CREEK, Facility Carried by Structure: 680TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.948, Lanes on structure: 1, 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: 1, Number Of Approach Spans: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 28.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of replacement, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 8.60m (28.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $140,000, Roadway Improvement Cost: $21,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 31454, Location: 083221204 (Lat: 42.012769, Lng: -93.352414), Route carried "on" structure: County highway , Year Built: 1900, Year Reconstructed: 1974, Status: Posted for load, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 25 (year 2019), Average Future Daily Traffic: 25 (year 2041), Features Intersected: DYE CREEK, Facility Carried by Structure: 680TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.948, Lanes on structure: 1, 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: 1, Number Of Approach Spans: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 28.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of replacement, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 8.60m (28.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $140,000, Roadway Improvement Cost: $21,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 31456, Location: 083221303 (Lat: 41.997958, Lng: -93.355503), Route carried "on" structure: County highway , Year Built: 1939, Year Reconstructed: 1974, Status: Posted for load, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 15 (year 2019), Average Future Daily Traffic: 15 (year 2040), Features Intersected: DYE CREEK, Facility Carried by Structure: 248TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.653, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 10.80m (35.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $26,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 31456, Location: 083221303 (Lat: 41.997958, Lng: -93.355503), Route carried "on" structure: County highway , Year Built: 1939, Year Reconstructed: 1974, Status: Posted for load, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 15 (year 2019), Average Future Daily Traffic: 15 (year 2040), Features Intersected: DYE CREEK, Facility Carried by Structure: 248TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.653, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 10.80m (35.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $26,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 31457, Location: 083221403 (Lat: 42.000878, Lng: -93.372297), Route carried "on" structure: County highway , Year Built: 1936, Year Reconstructed: 1975, Status: Closed, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 40 (year 2019), Average Future Daily Traffic: 40 (year 2040), Features Intersected: EAST BR INDIAN CREEK, Facility Carried by Structure: 248TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.142, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Imminent failure, Channel: Satisfactory, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 12.70m (41.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $207,000, Roadway Improvement Cost: $31,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 31457, Location: 083221403 (Lat: 42.000878, Lng: -93.372297), Route carried "on" structure: County highway , Year Built: 1936, Year Reconstructed: 1975, Status: Closed, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 40 (year 2019), Average Future Daily Traffic: 40 (year 2040), Features Intersected: EAST BR INDIAN CREEK, Facility Carried by Structure: 248TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.142, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Imminent failure, Channel: Satisfactory, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 12.70m (41.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $207,000, Roadway Improvement Cost: $31,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 314581, Location: 083221408 (Lat: 41.996247, Lng: -93.367636), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 70 (year 2019), Average Future Daily Traffic: 70 (year 2040), Design Load: H 20, Features Intersected: DYE CREEK, Facility Carried by Structure: 248TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.333, 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: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.7 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: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 314581, Location: 083221408 (Lat: 41.996247, Lng: -93.367636), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 70 (year 2019), Average Future Daily Traffic: 70 (year 2040), Design Load: H 20, Features Intersected: DYE CREEK, Facility Carried by Structure: 248TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.333, 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: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.7 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: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 314611, Location: W of INT w/ 670th Ave (Lat: 41.993694, Lng: -93.369153), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 4.44m (14.57ft), Average Daily Traffic: 80 (year 2019), Average Future Daily Traffic: 80 (year 2040), Design Load: HS 20, Features Intersected: EAST INDIAN CREEK, Facility Carried by Structure: 250TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.434, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 75.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.2 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 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 314611, Location: W of INT w/ 670th Ave (Lat: 41.993694, Lng: -93.369153), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 4.44m (14.57ft), Average Daily Traffic: 80 (year 2019), Average Future Daily Traffic: 80 (year 2040), Design Load: HS 20, Features Intersected: EAST INDIAN CREEK, Facility Carried by Structure: 250TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.434, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 75.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.2 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 24 months, Inspection Date: December 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: 31462, Location: 083222402 (Lat: 41.992567, Lng: -93.367119), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 110 (year 2019), Average Future Daily Traffic: 110 (year 2040), Design Load: H 20, Features Intersected: HICKORY GROVE LAKE OUTLE, Facility Carried by Structure: 670TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.910, Lanes on structure: 2, Owner: County 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: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.8 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 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 31462, Location: 083222402 (Lat: 41.992567, Lng: -93.367119), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 110 (year 2019), Average Future Daily Traffic: 110 (year 2040), Design Load: H 20, Features Intersected: HICKORY GROVE LAKE OUTLE, Facility Carried by Structure: 670TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.910, Lanes on structure: 2, Owner: County 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: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.8 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 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 315031, Location: 084212001 (Lat: 42.077975, Lng: -93.317953), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 670 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 670 (year 2040), Design Load: HS 20, Features Intersected: DYE CREEK, Facility Carried by Structure: 190TH ST/E29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.172, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 315031, Location: 084212001 (Lat: 42.077975, Lng: -93.317953), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 670 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 670 (year 2040), Design Load: HS 20, Features Intersected: DYE CREEK, Facility Carried by Structure: 190TH ST/E29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.172, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 31506, Location: 084212901 (Lat: 42.063408, Lng: -93.315931), Route carried "on" structure: County highway , Year Built: 1950, Year Reconstructed: 1974, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 40 (year 2019), Average Future Daily Traffic: 40 (year 2040), Features Intersected: DYE CREEK, Facility Carried by Structure: 200TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.135, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $75,000, Roadway Improvement Cost: $11,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 31506, Location: 084212901 (Lat: 42.063408, Lng: -93.315931), Route carried "on" structure: County highway , Year Built: 1950, Year Reconstructed: 1974, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 40 (year 2019), Average Future Daily Traffic: 40 (year 2040), Features Intersected: DYE CREEK, Facility Carried by Structure: 200TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.135, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $75,000, Roadway Improvement Cost: $11,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 315071, Location: 0.15 mi E. of US Hwy 65 (Lat: 42.048789, Lng: -93.306800), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 25 (year 2019), Average Future Daily Traffic: 25 (year 2040), Design Load: HL 93, Features Intersected: DYE CREEK, Facility Carried by Structure: 210TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.927, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 42.4 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: 32.7 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: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 315071, Location: 0.15 mi E. of US Hwy 65 (Lat: 42.048789, Lng: -93.306800), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 25 (year 2019), Average Future Daily Traffic: 25 (year 2040), Design Load: HL 93, Features Intersected: DYE CREEK, Facility Carried by Structure: 210TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.927, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 42.4 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: 32.7 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: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 315211, Location: 084222603 (Lat: 42.063294, Lng: -93.373333), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 40 (year 2019), Average Future Daily Traffic: 40 (year 2040), Design Load: HS 20, Features Intersected: EAST BR INDIAN CREEK, Facility Carried by Structure: 200TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.386, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 62.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.4 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 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 315211, Location: 084222603 (Lat: 42.063294, Lng: -93.373333), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 40 (year 2019), Average Future Daily Traffic: 40 (year 2040), Design Load: HS 20, Features Intersected: EAST BR INDIAN CREEK, Facility Carried by Structure: 200TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.386, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 62.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.4 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 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 31522, Location: 084223603 (Lat: 42.046458, Lng: -93.365253), Route carried "on" structure: County highway , Year Built: 1925, Year Reconstructed: 1963, Status: Posted for load, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 25 (year 2019), Average Future Daily Traffic: 25 (year 2040), Features Intersected: EAST BR INDIAN CREEK, Facility Carried by Structure: 213TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.416, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of replacement, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 8.60m (28.22ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: December 2020, Bridge Improvement Cost: $140,000, Roadway Improvement Cost: $21,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 31522, Location: 084223603 (Lat: 42.046458, Lng: -93.365253), Route carried "on" structure: County highway , Year Built: 1925, Year Reconstructed: 1963, Status: Posted for load, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 25 (year 2019), Average Future Daily Traffic: 25 (year 2040), Features Intersected: EAST BR INDIAN CREEK, Facility Carried by Structure: 213TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.416, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of replacement, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 8.60m (28.22ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: December 2020, Bridge Improvement Cost: $140,000, Roadway Improvement Cost: $21,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 607795, Location: 3.4 MILES WEST OF JCT. 65 (Lat: 42.007742, Lng: -93.374897), Route carried "on" structure: US 30, Year Built: 1997, Status: Open, Structure Length: 9.42m (30.91ft), Average Daily Traffic: 4,250 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 4,250 (year 2040), Design Load: HS 20+Mod, Features Intersected: EAST INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 273.719, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Excellent, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 607795, Location: 3.4 MILES WEST OF JCT. 65 (Lat: 42.007742, Lng: -93.374897), Route carried "on" structure: US 30, Year Built: 1997, Status: Open, Structure Length: 9.42m (30.91ft), Average Daily Traffic: 4,250 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 4,250 (year 2040), Design Load: HS 20+Mod, Features Intersected: EAST INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 273.719, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Excellent, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 4887, Location: AT JUNCTION WITH US 30 (Lat: 42.007392, Lng: -93.309372), Route carried "under" structure: US 30, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 5,300 (year 2020), Truck Traffic: 11%, Features Intersected: US 30, Facility Carried by Structure: US 65
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 264.023, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft)
Structure Number: 4887, Location: AT JUNCTION WITH US 30 (Lat: 42.007392, Lng: -93.309372), Route carried "under" structure: US 30, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 5,300 (year 2020), Truck Traffic: 11%, Features Intersected: US 30, Facility Carried by Structure: US 65
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 264.023, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft)
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Structure Number: 4945, Location: 1.0 MILE N OF JCT US 30 (Lat: 42.022478, Lng: -93.309594), Route carried "under" structure: US 65, Year Built: 1938, Structure Length: 0. m, Average Daily Traffic: 1,470 (year 2020), Truck Traffic: 17%, Features Intersected: US 65, Facility Carried by Structure: LINCOLN HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 182.720, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.3m (37.1ft)
Structure Number: 4945, Location: 1.0 MILE N OF JCT US 30 (Lat: 42.022478, Lng: -93.309594), Route carried "under" structure: US 65, Year Built: 1938, Structure Length: 0. m, Average Daily Traffic: 1,470 (year 2020), Truck Traffic: 17%, Features Intersected: US 65, Facility Carried by Structure: LINCOLN HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 182.720, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.3m (37.1ft)