Bridge Statistics for Gifford, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 115ft / 34.8mTotal length
- 6,820Total average daily traffic
- 550Total average daily truck traffic
- 11,492Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Gifford
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 31970-1979
- 81980-1989
- 51990-1999
- 32000-2009
- 22010-2019
- Bridge Condition - Deck
- 26.3%Very good
- 63.2%Good
- 10.5%Satisfactory
- Bridge Condition - Superstructure
- 26.3%Very good
- 63.2%Good
- 10.5%Satisfactory
- Bridge Condition - Substructure
- 47.4%Very good
- 42.1%Good
- 5.3%Fair
- 5.3%Poor
- Bridge Condition - Channel
- 54.5%Very good
- 13.6%Good
- 31.8%Satisfactory
- Bridge Condition - Culverts
- 33.3%Very good
- 33.3%Good
- 33.3%Poor
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Structure Number: 100257, Location: 3 MI E OF RANTOUL (Lat: 40.312597, Lng: -88.065394), Route carried "on" structure: US 136, Year Built: 1988, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 3,600 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 4,681 (year 2032), Design Load: HS 20+Mod, Features Intersected: E BR SALT FORK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 298.461, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.9m (45.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100257, Location: 3 MI E OF RANTOUL (Lat: 40.312597, Lng: -88.065394), Route carried "on" structure: US 136, Year Built: 1988, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 3,600 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 4,681 (year 2032), Design Load: HS 20+Mod, Features Intersected: E BR SALT FORK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 298.461, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.9m (45.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 104004, Location: 1 MI N FLATVILLE (Lat: 40.254261, Lng: -88.060944), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 1.38m (4.53ft), Average Daily Traffic: 25 (year 2021), Average Future Daily Traffic: 85 (year 2032), Design Load: HS 15, Features Intersected: FLATVILLE DRAIN DIT, Facility Carried by Structure: TR 89
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.058, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 13.0m (42.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 104004, Location: 1 MI N FLATVILLE (Lat: 40.254261, Lng: -88.060944), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 1.38m (4.53ft), Average Daily Traffic: 25 (year 2021), Average Future Daily Traffic: 85 (year 2032), Design Load: HS 15, Features Intersected: FLATVILLE DRAIN DIT, Facility Carried by Structure: TR 89
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.058, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 13.0m (42.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 104056, Location: 2.5 MI S GIFFORD (Lat: 40.269197, Lng: -88.020694), Route carried "on" structure: County highway , Year Built: 1900, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 35 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 141 (year 2032), Features Intersected: SPOON RIVER, Facility Carried by Structure: TR 83
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.232, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 104056, Location: 2.5 MI S GIFFORD (Lat: 40.269197, Lng: -88.020694), Route carried "on" structure: County highway , Year Built: 1900, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 35 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 141 (year 2032), Features Intersected: SPOON RIVER, Facility Carried by Structure: TR 83
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.232, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 104086, Location: 2.5 MI N FLATVILLE (Lat: 40.275192, Lng: -88.059369), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 325 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 395 (year 2032), Design Load: HS 15, Features Intersected: FLATVILLE DRAIN DIT, Facility Carried by Structure: TR 272
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.953, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.4m (40.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 104086, Location: 2.5 MI N FLATVILLE (Lat: 40.275192, Lng: -88.059369), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 325 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 395 (year 2032), Design Load: HS 15, Features Intersected: FLATVILLE DRAIN DIT, Facility Carried by Structure: TR 272
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.953, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.4m (40.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 104087, Location: 1.5 MI N FLATVILLE (Lat: 40.261011, Lng: -88.059300), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 1.99m (6.53ft), Average Daily Traffic: 325 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 395 (year 2032), Design Load: HS 15, Features Intersected: FLATVILLE DRAIN DIT, Facility Carried by Structure: TR 272
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.530, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 104087, Location: 1.5 MI N FLATVILLE (Lat: 40.261011, Lng: -88.059300), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 1.99m (6.53ft), Average Daily Traffic: 325 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 395 (year 2032), Design Load: HS 15, Features Intersected: FLATVILLE DRAIN DIT, Facility Carried by Structure: TR 272
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.530, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 104178, Location: 2 MI NE FLATVILLE (Lat: 40.254231, Lng: -88.036883), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 25 (year 2021), Average Future Daily Traffic: 85 (year 2032), Design Load: HS 20, Features Intersected: SPOON RIVER, Facility Carried by Structure: TR 89
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.086, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 104178, Location: 2 MI NE FLATVILLE (Lat: 40.254231, Lng: -88.036883), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 25 (year 2021), Average Future Daily Traffic: 85 (year 2032), Design Load: HS 20, Features Intersected: SPOON RIVER, Facility Carried by Structure: TR 89
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.086, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 104294, Location: 2.5 MI SW PENFIELD (Lat: 40.289022, Lng: -87.987258), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 75 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 85 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: TR 320
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.231, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.3m (17.4ft), 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: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 104294, Location: 2.5 MI SW PENFIELD (Lat: 40.289022, Lng: -87.987258), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 75 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 85 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: TR 320
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.231, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.3m (17.4ft), 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: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 104295, Location: 3.3 MI SSW GIFFORD (Lat: 40.258994, Lng: -88.001800), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 25 (year 2021), Average Future Daily Traffic: 89 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: TR 310
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.954, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 104295, Location: 3.3 MI SSW GIFFORD (Lat: 40.258994, Lng: -88.001800), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 25 (year 2021), Average Future Daily Traffic: 89 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: TR 310
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.954, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 104298, Location: 1.0 MI E DILLSBURG (Lat: 40.321364, Lng: -88.059917), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 141 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: TR 272
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.771, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 104298, Location: 1.0 MI E DILLSBURG (Lat: 40.321364, Lng: -88.059917), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 141 (year 2032), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: TR 272
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.771, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 104305, Location: 3.2 MI S OF GIFFORD (Lat: 40.263586, Lng: -88.021042), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 525 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 1,354 (year 2032), Design Load: HS 20, Features Intersected: SPOON RIVER, Facility Carried by Structure: FAS 516(CH 32)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.131, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 104305, Location: 3.2 MI S OF GIFFORD (Lat: 40.263586, Lng: -88.021042), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 525 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 1,354 (year 2032), Design Load: HS 20, Features Intersected: SPOON RIVER, Facility Carried by Structure: FAS 516(CH 32)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.131, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 104367, Location: 2.7 MI SW GIFFORD (Lat: 40.283350, Lng: -88.062650), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 113 (year 2032), Design Load: HS 20, Features Intersected: FLATVILLE DRAIN DIT, Facility Carried by Structure: TR 69 C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.635, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
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: 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: March 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 104367, Location: 2.7 MI SW GIFFORD (Lat: 40.283350, Lng: -88.062650), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 113 (year 2032), Design Load: HS 20, Features Intersected: FLATVILLE DRAIN DIT, Facility Carried by Structure: TR 69 C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.635, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
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: 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: March 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 104371, Location: 3 MI S OF GIFFORD (Lat: 40.267328, Lng: -88.021067), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 2.05m (6.73ft), Average Daily Traffic: 525 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 1,354 (year 2032), Design Load: HS 20, Features Intersected: SPOON RIVER, Facility Carried by Structure: FAS 516(CH 32)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.713, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method 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: March 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 104371, Location: 3 MI S OF GIFFORD (Lat: 40.267328, Lng: -88.021067), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 2.05m (6.73ft), Average Daily Traffic: 525 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 1,354 (year 2032), Design Load: HS 20, Features Intersected: SPOON RIVER, Facility Carried by Structure: FAS 516(CH 32)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.713, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method 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: March 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 104373, Location: 3.2 MI SW GIFFORD (Lat: 40.268781, Lng: -88.056303), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 226 (year 2032), Design Load: HS 20, Features Intersected: FLATVILLE DITCH, Facility Carried by Structure: TR 83
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.190, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 104373, Location: 3.2 MI SW GIFFORD (Lat: 40.268781, Lng: -88.056303), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 226 (year 2032), Design Load: HS 20, Features Intersected: FLATVILLE DITCH, Facility Carried by Structure: TR 83
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.190, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 104398, Location: 4 MI N OF GIFFORD (Lat: 40.371219, Lng: -88.027803), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 25 (year 2021), Average Future Daily Traffic: 67 (year 2032), Design Load: HS 20, Features Intersected: PRAIRIE CREEK, Facility Carried by Structure: TR 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.628, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.5m (47.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 104398, Location: 4 MI N OF GIFFORD (Lat: 40.371219, Lng: -88.027803), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 25 (year 2021), Average Future Daily Traffic: 67 (year 2032), Design Load: HS 20, Features Intersected: PRAIRIE CREEK, Facility Carried by Structure: TR 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.628, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.5m (47.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 104416, Location: 5 MI SE OF LUDLOW (Lat: 40.356519, Lng: -88.035919), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.56m (5.12ft), Average Daily Traffic: 35 (year 2021), Truck Traffic: 29%, Average Future Daily Traffic: 197 (year 2032), Design Load: HS 20, Features Intersected: PRAIRIE CREEK, Facility Carried by Structure: TR 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.553, 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: 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 104416, Location: 5 MI SE OF LUDLOW (Lat: 40.356519, Lng: -88.035919), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.56m (5.12ft), Average Daily Traffic: 35 (year 2021), Truck Traffic: 29%, Average Future Daily Traffic: 197 (year 2032), Design Load: HS 20, Features Intersected: PRAIRIE CREEK, Facility Carried by Structure: TR 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.553, 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: 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 104439, Location: 2.2 MI E FLATVILLE (Lat: 40.239600, Lng: -88.020906), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 197 (year 2032), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: TR 99
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.0m (26.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021
Structure Number: 104439, Location: 2.2 MI E FLATVILLE (Lat: 40.239600, Lng: -88.020906), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 197 (year 2032), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: TR 99
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.0m (26.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021
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Structure Number: 104453, Location: 2 MI NW OF GIFFORD (Lat: 40.327208, Lng: -88.063111), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 28 (year 2032), Design Load: HS 20, Features Intersected: E SALT FORK CREEK, Facility Carried by Structure: TR 47
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.603, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), 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 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: Gravel
Structure Number: 104453, Location: 2 MI NW OF GIFFORD (Lat: 40.327208, Lng: -88.063111), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 28 (year 2032), Design Load: HS 20, Features Intersected: E SALT FORK CREEK, Facility Carried by Structure: TR 47
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.603, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), 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 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: Gravel
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Structure Number: 104477, Location: 3 MI NE OF GIFFORD (Lat: 40.327533, Lng: -87.988428), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 85 (year 2032), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: TR 47
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.943, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
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: 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: May 2019, Deck Structure Type: Concrete Precast Panels
Structure Number: 104477, Location: 3 MI NE OF GIFFORD (Lat: 40.327533, Lng: -87.988428), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 85 (year 2032), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: TR 47
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.943, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
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: 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: May 2019, Deck Structure Type: Concrete Precast Panels
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Structure Number: 104506, Location: 1.7 MI S OF GIFFORD (Lat: 40.287372, Lng: -88.021250), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.76m (5.77ft), Average Daily Traffic: 525 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 1,410 (year 2032), Design Load: HS 20, Features Intersected: SPOON RIVER, Facility Carried by Structure: CH 32(FAS 516)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.443, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), 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: 16.9m (55.4ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 104506, Location: 1.7 MI S OF GIFFORD (Lat: 40.287372, Lng: -88.021250), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.76m (5.77ft), Average Daily Traffic: 525 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 1,410 (year 2032), Design Load: HS 20, Features Intersected: SPOON RIVER, Facility Carried by Structure: CH 32(FAS 516)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.443, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), 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: 16.9m (55.4ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 104531, Location: 0.5 MI SW GIFFORD (Lat: 40.298028, Lng: -88.032406), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 169 (year 2032), Design Load: HS 20, Features Intersected: SPOON RIVER TRIB., Facility Carried by Structure: TR 61
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.322, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 12.5m (41.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: 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: 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: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 104531, Location: 0.5 MI SW GIFFORD (Lat: 40.298028, Lng: -88.032406), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 169 (year 2032), Design Load: HS 20, Features Intersected: SPOON RIVER TRIB., Facility Carried by Structure: TR 61
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.322, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 12.5m (41.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: 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: 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: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 10457, Location: 1.1 mi SE of Gifford (Lat: 40.283767, Lng: -88.019894), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 1.81m (5.94ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 100 (year 2036), Design Load: HS 25 or greater, Features Intersected: Spoon River, Facility Carried by Structure: TR 69C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.288, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 10457, Location: 1.1 mi SE of Gifford (Lat: 40.283767, Lng: -88.019894), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 1.81m (5.94ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 100 (year 2036), Design Load: HS 25 or greater, Features Intersected: Spoon River, Facility Carried by Structure: TR 69C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.288, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 10458, Location: 0.2 MI S US 130 (Lat: 40.310139, Lng: -87.987503), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 75 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 95 (year 2038), Design Load: HS 25 or greater, Features Intersected: WATERWAY, Facility Carried by Structure: TR 320 (2500)E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.881, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 13.0m (42.7ft)
Condition: Channel: Very good, Culverts: Very good, 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: Superior to present desirable 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 2021, Deck Structure Type: Aluminum, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 10458, Location: 0.2 MI S US 130 (Lat: 40.310139, Lng: -87.987503), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 75 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 95 (year 2038), Design Load: HS 25 or greater, Features Intersected: WATERWAY, Facility Carried by Structure: TR 320 (2500)E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.881, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 13.0m (42.7ft)
Condition: Channel: Very good, Culverts: Very good, 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: Superior to present desirable 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 2021, Deck Structure Type: Aluminum, Wearing Surface/Protective System: Wearing Surface: Gravel