Bridge Statistics for Central City, Iowa (IA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 269ft / 81.7mTotal length
- 22,950Total average daily traffic
- 2,647Total average daily truck traffic
- 22,950Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Central City
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 11950-1959
- 51970-1979
- 41990-1999
- 82000-2009
- 12010-2019
- 12020-2022
- Bridge Condition - Deck
- 11.1%Excellent
- 61.1%Good
- 16.7%Satisfactory
- 11.1%Fair
- Bridge Condition - Superstructure
- 11.1%Excellent
- 5.6%Very good
- 72.2%Good
- 11.1%Satisfactory
- Bridge Condition - Substructure
- 11.1%Excellent
- 5.6%Very good
- 72.2%Good
- 11.1%Satisfactory
- Bridge Condition - Channel
- 5.0%Excellent
- 45.0%Very good
- 30.0%Good
- 20.0%Satisfactory
- Bridge Condition - Culverts
- 25.0%Very good
- 50.0%Satisfactory
- 25.0%Poor
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Structure Number: 33661, Location: 0.4 MI. S OF SR E16 (Lat: 42.190114, Lng: -91.535511), Route carried "on" structure: State highway 13, Year Built: 1973, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 3,550 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,550 (year 2040), Design Load: HS 20+Mod, Features Intersected: CC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.724, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 82.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 33661, Location: 0.4 MI. S OF SR E16 (Lat: 42.190114, Lng: -91.535511), Route carried "on" structure: State highway 13, Year Built: 1973, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 3,550 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,550 (year 2040), Design Load: HS 20+Mod, Features Intersected: CC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.724, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 82.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 33665, Location: 0.4 MI S OF S JCT. SR E16 (Lat: 42.190697, Lng: -91.535367), Route carried "on" structure: State highway 13, Year Built: 1973, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 3,550 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,550 (year 2041), Design Load: HS 20, Features Intersected: CC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.123, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 85.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.4 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 33665, Location: 0.4 MI S OF S JCT. SR E16 (Lat: 42.190697, Lng: -91.535367), Route carried "on" structure: State highway 13, Year Built: 1973, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 3,550 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 3,550 (year 2041), Design Load: HS 20, Features Intersected: CC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.123, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 85.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.4 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 33671, Location: IN CENTRAL CITY (Lat: 42.205639, Lng: -91.531378), Route carried "on" structure: State highway 13, Year Built: 1973, Status: Open, Structure Length: 16.18m (53.08ft), Average Daily Traffic: 5,300 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 5,300 (year 2040), Design Load: HS 20+Mod, Features Intersected: WAPSIPINICON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.493, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.7 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 33671, Location: IN CENTRAL CITY (Lat: 42.205639, Lng: -91.531378), Route carried "on" structure: State highway 13, Year Built: 1973, Status: Open, Structure Length: 16.18m (53.08ft), Average Daily Traffic: 5,300 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 5,300 (year 2040), Design Load: HS 20+Mod, Features Intersected: WAPSIPINICON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.493, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.7 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 33681, Location: 2.6 mi. S of S Jct SR D62 (Lat: 42.240903, Lng: -91.529342), Route carried "on" structure: State highway 13, Year Built: 1976, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,300 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 5,300 (year 2040), Design Load: HS 20, Features Intersected: HEATON'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.421, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 46.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 33681, Location: 2.6 mi. S of S Jct SR D62 (Lat: 42.240903, Lng: -91.529342), Route carried "on" structure: State highway 13, Year Built: 1976, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,300 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 5,300 (year 2040), Design Load: HS 20, Features Intersected: HEATON'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.421, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 46.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 22198, Location: 085052003 (Lat: 42.164969, Lng: -91.462067), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 230 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 230 (year 2040), Design Load: H 20, Features Intersected: WAPSIPINICON RIVER, Facility Carried by Structure: BOYSCOUTS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.024, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 52.5 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: 34.7 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: 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22198, Location: 085052003 (Lat: 42.164969, Lng: -91.462067), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 230 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 230 (year 2040), Design Load: H 20, Features Intersected: WAPSIPINICON RIVER, Facility Carried by Structure: BOYSCOUTS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.024, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 52.5 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: 34.7 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: 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 22206, Location: 085060105 (Lat: 42.202244, Lng: -91.495056), Route carried "on" structure: County highway , Year Built: 1925, Year Reconstructed: 1973, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,120 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 1,120 (year 2040), Design Load: HL 93, Features Intersected: SAWYER CREEK, Facility Carried by Structure: SAWYER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.339, 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: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 46.7 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: 36.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: July 2020
Structure Number: 22206, Location: 085060105 (Lat: 42.202244, Lng: -91.495056), Route carried "on" structure: County highway , Year Built: 1925, Year Reconstructed: 1973, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,120 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 1,120 (year 2040), Design Load: HL 93, Features Intersected: SAWYER CREEK, Facility Carried by Structure: SAWYER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.339, 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: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 46.7 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: 36.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: July 2020
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Structure Number: 222071, Location: 085060104 (Lat: 42.200861, Lng: -91.500281), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 450 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 450 (year 2040), Design Load: HS 20, Features Intersected: HEATONS CREEK, Facility Carried by Structure: JORDANS GROV RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.276, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 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: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 75.5 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: 58.3 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: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 222071, Location: 085060104 (Lat: 42.200861, Lng: -91.500281), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 450 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 450 (year 2040), Design Load: HS 20, Features Intersected: HEATONS CREEK, Facility Carried by Structure: JORDANS GROV RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.276, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 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: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 75.5 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: 58.3 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: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 222081, Location: T85N, R06W, 2 (Lat: 42.202464, Lng: -91.504975), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 1,800 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 1,800 (year 2040), Design Load: HS 20, Features Intersected: HEATON CREEK, Facility Carried by Structure: E16 SAWYER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.520, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), 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: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 66.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 222081, Location: T85N, R06W, 2 (Lat: 42.202464, Lng: -91.504975), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 1,800 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 1,800 (year 2040), Design Load: HS 20, Features Intersected: HEATON CREEK, Facility Carried by Structure: E16 SAWYER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.520, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), 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: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 66.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than 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: June 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: 222101, Location: 085061008 (Lat: 42.184800, Lng: -91.535297), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 10 (year 2021), Average Future Daily Traffic: 10 (year 2040), Design Load: HS 20, Features Intersected: TRIB WAPSIPINICON RIVER, Facility Carried by Structure: ROWLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.391, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 57.9 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: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 222101, Location: 085061008 (Lat: 42.184800, Lng: -91.535297), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 10 (year 2021), Average Future Daily Traffic: 10 (year 2040), Design Load: HS 20, Features Intersected: TRIB WAPSIPINICON RIVER, Facility Carried by Structure: ROWLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.391, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 57.9 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: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 222111, Location: 085061201 (Lat: 42.195025, Lng: -91.497089), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 80 (year 2017), Average Future Daily Traffic: 80 (year 2040), Design Load: HS 20, Features Intersected: HEATONS CREEK, Facility Carried by Structure: GAME CLUB RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.157, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 57.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 222111, Location: 085061201 (Lat: 42.195025, Lng: -91.497089), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 80 (year 2017), Average Future Daily Traffic: 80 (year 2040), Design Load: HS 20, Features Intersected: HEATONS CREEK, Facility Carried by Structure: GAME CLUB RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.157, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 57.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 222121, Location: 085061302 (Lat: 42.178028, Lng: -91.500606), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 12.98m (42.59ft), Average Daily Traffic: 380 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 380 (year 2040), Design Load: HL 93, Features Intersected: WAPSIPINICON RIVER, Facility Carried by Structure: JORDANS GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.742, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.6m (41.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 52.8 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: 29.2 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, Deck Geometry: Superior to present desirable 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: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 222121, Location: 085061302 (Lat: 42.178028, Lng: -91.500606), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 12.98m (42.59ft), Average Daily Traffic: 380 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 380 (year 2040), Design Load: HL 93, Features Intersected: WAPSIPINICON RIVER, Facility Carried by Structure: JORDANS GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.742, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.6m (41.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 52.8 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: 29.2 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, Deck Geometry: Superior to present desirable 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: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 22213, Location: 085061403 (Lat: 42.169811, Lng: -91.507636), Route carried "on" structure: County highway , Year Built: 1927, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 80 (year 2017), Average Future Daily Traffic: 80 (year 2040), Design Load: HL 93, Features Intersected: TRIB WAPSIPINICON R, Facility Carried by Structure: WAUBEEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.260, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 47.3 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: 36.6 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 22213, Location: 085061403 (Lat: 42.169811, Lng: -91.507636), Route carried "on" structure: County highway , Year Built: 1927, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 80 (year 2017), Average Future Daily Traffic: 80 (year 2040), Design Load: HL 93, Features Intersected: TRIB WAPSIPINICON R, Facility Carried by Structure: WAUBEEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.260, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 47.3 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: 36.6 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 222191, Location: 085062405 (Lat: 42.165786, Lng: -91.484656), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 380 (year 2021), Average Future Daily Traffic: 380 (year 2040), Design Load: HL 93, Features Intersected: RICOCHET CREEK, Facility Carried by Structure: WAUBEEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.131, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: Good, Culverts: Very good, Operating Rating: 46.7 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: 36.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 222191, Location: 085062405 (Lat: 42.165786, Lng: -91.484656), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 380 (year 2021), Average Future Daily Traffic: 380 (year 2040), Design Load: HL 93, Features Intersected: RICOCHET CREEK, Facility Carried by Structure: WAUBEEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.131, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: Good, Culverts: Very good, Operating Rating: 46.7 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: 36.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 222201, Location: 085062701 (Lat: 42.152119, Lng: -91.535628), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 100 (year 2021), Average Future Daily Traffic: 100 (year 2040), Design Load: HS 20, Features Intersected: TRIB EAST INDIAN CREEK, Facility Carried by Structure: BURNETT STA.RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 57.9 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: July 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 222201, Location: 085062701 (Lat: 42.152119, Lng: -91.535628), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 100 (year 2021), Average Future Daily Traffic: 100 (year 2040), Design Load: HS 20, Features Intersected: TRIB EAST INDIAN CREEK, Facility Carried by Structure: BURNETT STA.RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.437, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 57.9 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: July 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 223041, Location: 086062303 (Lat: 42.242089, Lng: -91.514339), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 60 (year 2017), Average Future Daily Traffic: 60 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO HEATONS CREEK, Facility Carried by Structure: HEATONS VALLEY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.238, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 57.9 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 223041, Location: 086062303 (Lat: 42.242089, Lng: -91.514339), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 60 (year 2017), Average Future Daily Traffic: 60 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO HEATONS CREEK, Facility Carried by Structure: HEATONS VALLEY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.238, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 57.9 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 223061, Location: 086062604 (Lat: 42.227511, Lng: -91.519653), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 30 (year 2017), Average Future Daily Traffic: 30 (year 2040), Design Load: HS 20, Features Intersected: HEATONS CREEK, Facility Carried by Structure: RED SCHOOL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.113, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, 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: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 57.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 223061, Location: 086062604 (Lat: 42.227511, Lng: -91.519653), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 30 (year 2017), Average Future Daily Traffic: 30 (year 2040), Design Load: HS 20, Features Intersected: HEATONS CREEK, Facility Carried by Structure: RED SCHOOL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.113, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, 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: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 57.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22307, Location: 086062901 (Lat: 42.238414, Lng: -91.563300), Route carried "on" structure: County highway , Year Built: 1954, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 350 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 350 (year 2040), Design Load: H 15, Features Intersected: WAPSIPINICON RIVER, Facility Carried by Structure: PARIS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.405, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.1 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: 24.6 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 minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 22307, Location: 086062901 (Lat: 42.238414, Lng: -91.563300), Route carried "on" structure: County highway , Year Built: 1954, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 350 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 350 (year 2040), Design Load: H 15, Features Intersected: WAPSIPINICON RIVER, Facility Carried by Structure: PARIS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.405, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.1 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: 24.6 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 minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 223081, Location: 086062902 (Lat: 42.236494, Lng: -91.578203), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 60 (year 2017), Average Future Daily Traffic: 60 (year 2040), Design Load: HS 20, Features Intersected: JUSTINS CREEK, Facility Carried by Structure: SUTTONRD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.760, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 57.9 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 223081, Location: 086062902 (Lat: 42.236494, Lng: -91.578203), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 60 (year 2017), Average Future Daily Traffic: 60 (year 2040), Design Load: HS 20, Features Intersected: JUSTINS CREEK, Facility Carried by Structure: SUTTONRD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.760, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 57.9 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 223101, Location: 086063007 (Lat: 42.227497, Lng: -91.584142), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 30 (year 2017), Average Future Daily Traffic: 30 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO JUSTINS CREEK, Facility Carried by Structure: BLODGETT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.096, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft), 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: 78.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 57.9 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 223101, Location: 086063007 (Lat: 42.227497, Lng: -91.584142), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 30 (year 2017), Average Future Daily Traffic: 30 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO JUSTINS CREEK, Facility Carried by Structure: BLODGETT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.096, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft), 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: 78.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 57.9 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 223131, Location: 086063504 (Lat: 42.213906, Lng: -91.510525), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 60 (year 2021), Average Future Daily Traffic: 60 (year 2040), Design Load: HS 20, Features Intersected: HEATONS CREEK, Facility Carried by Structure: FORD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.418, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 57.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 223131, Location: 086063504 (Lat: 42.213906, Lng: -91.510525), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 60 (year 2021), Average Future Daily Traffic: 60 (year 2040), Design Load: HS 20, Features Intersected: HEATONS CREEK, Facility Carried by Structure: FORD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.418, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 57.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3643, Location: 085063404 (Lat: 42.136392, Lng: -91.530483), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 10 (year 2021), Average Future Daily Traffic: 10 (year 2040), Design Load: HS 20, Features Intersected: EAST INDIAN CREEK, Facility Carried by Structure: BARRET RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.130, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 57.9 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3643, Location: 085063404 (Lat: 42.136392, Lng: -91.530483), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 10 (year 2021), Average Future Daily Traffic: 10 (year 2040), Design Load: HS 20, Features Intersected: EAST INDIAN CREEK, Facility Carried by Structure: BARRET RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.130, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 57.9 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 364455, Location: 085063401 (Lat: 42.137386, Lng: -91.530511), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 20 (year 2017), Average Future Daily Traffic: 20 (year 2040), Design Load: HS 20, Features Intersected: EAST INDIAN CREEK, Facility Carried by Structure: INDIAN BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.043, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Aluminum, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 364455, Location: 085063401 (Lat: 42.137386, Lng: -91.530511), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 20 (year 2017), Average Future Daily Traffic: 20 (year 2040), Design Load: HS 20, Features Intersected: EAST INDIAN CREEK, Facility Carried by Structure: INDIAN BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.043, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Aluminum, Wearing Surface/Protective System: Wearing Surface: Bituminous