Bridge Statistics for Avon, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 85ft / 26.3mTotal length
- 1,145Total average daily traffic
- 126Total average daily truck traffic
- 1,560Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Avon
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 11960-1969
- 11970-1979
- 61990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 66.7%Very good
- 33.3%Satisfactory
- Bridge Condition - Superstructure
- 55.6%Very good
- 11.1%Good
- 33.3%Satisfactory
- Bridge Condition - Substructure
- 66.7%Very good
- 22.2%Good
- 11.1%Fair
- Bridge Condition - Channel
- 9.1%Excellent
- 18.2%Very good
- 18.2%Good
- 27.3%Satisfactory
- 18.2%Fair
- 9.1%Poor
- Bridge Condition - Culverts
- 50.0%Satisfactory
- 50.0%Fair
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Structure Number: 293204, Location: W1/2-20-T8NR1E (Lat: 40.664350, Lng: -90.422414), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 225 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 403 (year 2032), Design Load: HS 20, Features Intersected: GALLETT CREEK, Facility Carried by Structure: FAS 450-CH 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.915, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.3m (50.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, 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 48 months, Inspection Date: November 2018, Deck Structure Type: Concrete Precast Panels
Structure Number: 293204, Location: W1/2-20-T8NR1E (Lat: 40.664350, Lng: -90.422414), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 225 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 403 (year 2032), Design Load: HS 20, Features Intersected: GALLETT CREEK, Facility Carried by Structure: FAS 450-CH 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.915, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.3m (50.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, 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 48 months, Inspection Date: November 2018, Deck Structure Type: Concrete Precast Panels
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Structure Number: 294001, Location: SE-31-T8NR1E (Lat: 40.632944, Lng: -90.425583), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 50 (year 2032), Design Load: HS 20, Features Intersected: BRANCH OF GALLETT CR, Facility Carried by Structure: MANLEY RD (TR 18)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.030, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.0m (16.4ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 294001, Location: SE-31-T8NR1E (Lat: 40.632944, Lng: -90.425583), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 50 (year 2032), Design Load: HS 20, Features Intersected: BRANCH OF GALLETT CR, Facility Carried by Structure: MANLEY RD (TR 18)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.030, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.0m (16.4ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 294045, Location: SW1/4-18-T8NR1E (Lat: 40.677022, Lng: -90.444319), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 50 (year 2032), Design Load: HS 20, Features Intersected: SWAN CREEK, Facility Carried by Structure: TR 2A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.492, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 294045, Location: SW1/4-18-T8NR1E (Lat: 40.677022, Lng: -90.444319), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 50 (year 2032), Design Load: HS 20, Features Intersected: SWAN CREEK, Facility Carried by Structure: TR 2A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.492, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 294053, Location: NE-29-T8NR1E (Lat: 40.656953, Lng: -90.409106), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 75 (year 2020), Average Future Daily Traffic: 76 (year 2032), Design Load: HS 20, Features Intersected: GALLET CREEK, Facility Carried by Structure: ROBERTS RD - TR 61
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.738, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, 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: Febuary 2022, Deck Structure Type: Concrete Precast Panels
Structure Number: 294053, Location: NE-29-T8NR1E (Lat: 40.656953, Lng: -90.409106), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 75 (year 2020), Average Future Daily Traffic: 76 (year 2032), Design Load: HS 20, Features Intersected: GALLET CREEK, Facility Carried by Structure: ROBERTS RD - TR 61
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.738, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, 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: Febuary 2022, Deck Structure Type: Concrete Precast Panels
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Structure Number: 294058, Location: SE-30-T8NR1E (Lat: 40.642269, Lng: -90.426883), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 40%, Average Future Daily Traffic: 101 (year 2032), Design Load: HS 20, Features Intersected: GALLETT CR, Facility Carried by Structure: HATCH RD - TR 85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.561, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Fair, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, 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 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 294058, Location: SE-30-T8NR1E (Lat: 40.642269, Lng: -90.426883), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 40%, Average Future Daily Traffic: 101 (year 2032), Design Load: HS 20, Features Intersected: GALLETT CR, Facility Carried by Structure: HATCH RD - TR 85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.561, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Fair, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, 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 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 295, Location: N.CTR-3-T7NR1E (Lat: 40.625436, Lng: -90.379194), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 350 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 504 (year 2032), Design Load: H 15, Features Intersected: SAND CREEK, Facility Carried by Structure: FAS 447 - CH 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.908, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 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 2021
Structure Number: 295, Location: N.CTR-3-T7NR1E (Lat: 40.625436, Lng: -90.379194), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 350 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 504 (year 2032), Design Load: H 15, Features Intersected: SAND CREEK, Facility Carried by Structure: FAS 447 - CH 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.908, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 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 2021
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Structure Number: 295013, Location: NW-28-T8NR1E (Lat: 40.654583, Lng: -90.406072), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 75 (year 2020), Average Future Daily Traffic: 76 (year 2032), Features Intersected: STREAM, Facility Carried by Structure: SEVEN HILLS RD-TR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.191, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 295013, Location: NW-28-T8NR1E (Lat: 40.654583, Lng: -90.406072), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 75 (year 2020), Average Future Daily Traffic: 76 (year 2032), Features Intersected: STREAM, Facility Carried by Structure: SEVEN HILLS RD-TR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.191, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 94304, Location: SW-13-T8NR1W (Lat: 40.673264, Lng: -90.463606), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 5.23m (17.16ft), Average Daily Traffic: 225 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 255 (year 2038), Design Load: HS 25 or greater, Features Intersected: Swan Creek, Facility Carried by Structure: FAS-407 (CH-8)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.124, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.9m (68.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 94304, Location: SW-13-T8NR1W (Lat: 40.673264, Lng: -90.463606), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 5.23m (17.16ft), Average Daily Traffic: 225 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 255 (year 2038), Design Load: HS 25 or greater, Features Intersected: Swan Creek, Facility Carried by Structure: FAS-407 (CH-8)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.124, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.9m (68.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 944018, Location: NW-14-T8NR1W (Lat: 40.682525, Lng: -90.480836), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 3.40m (11.15ft), Average Daily Traffic: 10 (year 2016), Average Future Daily Traffic: 10 (year 2032), Design Load: HS 20, Features Intersected: SWAN CREEK, Facility Carried by Structure: TR 216
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 944018, Location: NW-14-T8NR1W (Lat: 40.682525, Lng: -90.480836), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 3.40m (11.15ft), Average Daily Traffic: 10 (year 2016), Average Future Daily Traffic: 10 (year 2032), Design Load: HS 20, Features Intersected: SWAN CREEK, Facility Carried by Structure: TR 216
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 944019, Location: NW-15-T8NR1W (Lat: 40.685122, Lng: -90.501744), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 3.40m (11.15ft), Average Daily Traffic: 25 (year 2016), Average Future Daily Traffic: 25 (year 2032), Design Load: HS 20, Features Intersected: SWAN CREEK, Facility Carried by Structure: TR 204
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.977, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 944019, Location: NW-15-T8NR1W (Lat: 40.685122, Lng: -90.501744), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 3.40m (11.15ft), Average Daily Traffic: 25 (year 2016), Average Future Daily Traffic: 25 (year 2032), Design Load: HS 20, Features Intersected: SWAN CREEK, Facility Carried by Structure: TR 204
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.977, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 94402, Location: SW-14-T8NR1W (Lat: 40.676717, Lng: -90.482733), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 10 (year 2016), Average Future Daily Traffic: 10 (year 2032), Design Load: HS 20, Features Intersected: BRANCH OF SWAN CREEK, Facility Carried by Structure: TR 216
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.481, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal 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 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 94402, Location: SW-14-T8NR1W (Lat: 40.676717, Lng: -90.482733), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 10 (year 2016), Average Future Daily Traffic: 10 (year 2032), Design Load: HS 20, Features Intersected: BRANCH OF SWAN CREEK, Facility Carried by Structure: TR 216
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.481, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal 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 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other